Loading...
Revised Map 5-9-22FIELD DATEFILE NO.DATEDWG. NO.CREW CHIEFAPPROVEDSCALE1" = 200'OFREVIEWEDDRAWNNSR17203302/11/2018BPSBPSJT/TETTET114BOHLER ENGINEERING- ALL RIGHTS RESERVED.THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF BOHLER ENGINEERING, IS PROHIBITED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR VICINITY MAPNOT TO SCALEBLACK RIVER TOWNSHIP, HARNETT COUNTY, NORTH CAROLINAOFR SSP ESEALL-3920NO R T H CAROLINAONALITHOMAS E. TEA BO LAND SURVEY OR SITENC 210 NC 2 1 0 NC 55SR-2215NC 401 SR-2215PRELIMINARY - NOT FOR RECORDATION, SALES OR CONVEYANCESMAJOR SUBDIVISION PLATATHERSTONE SUBDIVISION FORPHASE 1LGI HOMES NC INCPIN: 0662-46-9202DB 3641, PG 879 PB 2018, PG 253REFERENCESDB 1270, PG 989DB 1025, PG 523DB 1554, PG 326DB 721, PG 258DB 1332, PG 916DB 1301, PG 147DB 900, PG 251DB 813, PG 479DB 801, PG 319DB 824, PG 242DB 985, PG 368DB 2913, PG 493DB 1087, PG 237DB 1087, PG 240DB 2710, PG 571DB 1567, PG 10DB 1620, PG 379DB 2116, PG 900DB 3335, PG 374DB 6E, PG 286DB 3641, PG 879DB 3072, PG 115DB 3757, PG 370PB 22, PG 4PB 2000, PG 561PB 2007, PG 1092PB 2018, PG 253PB 2019. PG 163PB 2019, PG 404RALEIGH, NCCHARLOTTE, NCCENTRAL VIRGINIABALTIMORE, MDWASHINGTON, DCNORTHERN VIRGINIASOUTHERN MARYLANDSOUTHEASTERN PAUPSTATE NEW YORKLEHIGH VALLEY, PAPHILADELPHIA/SOUTHERN NJWARREN, NJNEW YORK METROBOSTON, MAwww.bohlerengineering.com4130 PARKLAKE AVENUE, SUITE130 RALEIGH, NORTH CAROLINA27612 919.578.9000NCBELS:P-1132WESSHEET 9SHEET 11SHEET 12SHEET 8SHEET 2SHEET 7SHEET 10SHEET 5SHEET 6SHEET 4SHEET 31" = 200'100'200'0'200'*SEE SHEET 14 FOR NOTES AND CERTIFICATIONS* *SEE SHEETS 10, 12, & 13 FOR CURVE TABLES**SEE SHEET 5,6 & 8 FOR LINE TABLES*WATER METERWATER VALVEFIRE HYDRANTLEGENDLINE NOT SURVEYEDLINE SURVEYEDIPFIRON PIPE FOUNDIRFIRON REBAR FOUNDCOMPUTED POINTXXLOT NUMBERIRON REBAR SETWWATER LINE & SIZEWETLANDSAREA TABULATION (BY COORDINATE COMPUTATION):AREA IN PHASE 1: 5,464,604.57 SF /125.450 ACAREA IN LOTS: 3,707,398.20 SF /85.110 ACAREA IN OPEN SPACE:1,205,422.60 SF /27.673 ACAREA IN PUBLIC R/W :551,783.77 SF /12.667 ACTOTAL SITE AREA: 5,464,604.57 SF / 125.450 ACN C 2 1 0 N SETBACK TABLEPER CONSTRUCTION DRAWING:ZONING: RA-30FRONT YARD: 35'REAR YARD: 20'SIDE YARD: 10'CORNER SIDE YARD: 20'MAX BUILDING HEIGHT: 35'WARWICK DRIVEBA R N S L E Y R O A DROYAL MEADOW DRIVECOLESHILL ROADCO L E S H I L L R O A DIVY BANK DRIVEX"FMFORCEMAIN LINE (4" ON ALL PIPES)SANITARY SEWER (8" ON ALL PIPES)SANITARY SEWER MANHOLE05/05/2022TAVERNERS LANECH E D W O R T H D R I V E WWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W WWWWWWWSLSLSLWWWWWWWWWWW14.33'N C 2 1 0 N WARWICK DRIVEWARWICK DRIVETAV E R N E R S L A N ES03°47'34"E 257.26'S72°42'28"E 181.41'N16°47'27"E 60.92'N17°24'42"E 254.53'S71°18'56"E 1027.63' (TOTAL)S18°38 ' 3 1 " W 1 2 4 . 6 6 ' ( T O T A L )S69°31'21"E 116.95' (TOTAL)S 5 9 ° 5 3 ' 2 6 "W 1 6 7 . 3 0 ' S 5 9 ° 5 3 ' 2 6 "W 4 1 6 . 2 9 'S5 9 ° 4 3 '4 8 "W 2 5 1 . 1 2 ' (TO T A L )N61°11'31"W 141.01'S71°18'10"E 249.42'S71°18'10"E 252.49'S71°18'10"E 216.09'N06°35'15"E 255.84' S18°38 ' 0 8 " W 2 4 9 . 0 1 ' N21°1 4 ' 4 4 " E 2 5 2 . 1 8 ' L2 S18°41 ' 5 0 " W 2 4 0 . 6 7 ' ( T O T A L )N71°18'10"W 250.00'S71°18'10"E 250.00'S71°18'10"E 250.00'N30°10'32"W 63.46'N18°4 1 ' 5 0 " E 2 9 9 . 6 2 ' ( T O T A L ) S18°4 1 ' 5 0 " W 2 9 9 . 6 4 ' ( T O T A L )S59°5 3 ' 2 6 "W 1 1 3 . 9 6 'S05°22'51"E 117.38'N22°41'03"E 250.00'N22°41'03"E 205.59'N18°33'27"E 182.05'S30°10'32"E 67.74'N5 9 °4 3 ' 4 8 "E 2 5 1 . 2 5 ' ( TOTA L )82.76'82.76'S22°41'03"W 252.55'S30°16'12"E 250.00'43.95' 80.72' 42.98' 85.15' 80.23' 80.42' 80.23' 53.41' 58.90' 80.23' 80.23' 80.22'80.00'91.37'133.33'173.59'50.00'212.34'80.00'80.00'80.23'82.76'82.76'114.01'75.11'45.47' 4 4 . 5 2 ' 92 . 5 9 ' 8 6 . 0 4 ' 9 2 .5 9 ' 72 . 6 3 '51.73'28.75'82.76'S22°41'03"W 252.55'S30°16'12"E 250.00'N5 9 ° 4 3 '4 8 "E 1 37 . 1 1 ' (TOTA L )C69C70C71C7 (TOTAL)C72C73C5 (TOTAL)C8(TOTAL )C6(TOTAL)C2 (TOTAL)C14(TOTAL)C9C10L1C11C12 (TOTAL)C74C75 C7669.58'28.16'S71°21'52"E 97.75' (TOTAL)C77C78C13 (TOTAL)C79C1 5 C3 ( T O T A L ) C6 4 C65 C 4 ( T O T A L ) C 6 6 C6 7 C6 8 C 1 ( T O T A L )N6 0 ° 0 1 ' 4 9 "E 64 . 7 5 '212.99'NEW 20'STORMDRAINAGEEASEMENTL24 L25 L26L27L28 L29 L30L31L32L33 L34L35 L36L37NEW 20'STORM DRAINAGEEASEMENTNEW20'SANITARYEASEMENTL42 L43 L44L45L46 L47 L48 L49 NEW 20'SANITARYEASEMENTL50L51L71L72L73 7 5 .6 2 '61.39'1 1 4 . 11 'C169C170C171C172C173C174L74L75L76L77C175C176L78L79L80L81L 8 2 L85L 8 6 L 8 7L90L91 L92L 9 3 L94L95L96L97NEW100' STREETVISTA BUFFERNEW30' STREETSCAPEBUFFERNEW100' STREETVISTA BUFFERNEW30' STREETSCAPEBUFFERL 8 9 70.00'14.67'70.00'15.79'71.91'30.71'S5 9 ° 5 3 ' 2 6 "W 1 6 7 . 4 2 'S59 ° 5 3 '2 6 "W 1 6 7 .3 4 ' S 5 9 ° 5 3 ' 2 6 "W 5 3 4 . 0 8 'S5 9 ° 5 3 '2 6 "W 4 5 1 .6 3 ' C 2 2 1L83L88L242(TOTAL)L243(TOTAL)NEW 20'STORMDRAINAGEEASEMENTS22°41'03"W 252.56'MATCHLINESEE SHEET 3SEE SHEET 8MATCHLINE NEW 20'SANITARYEASEMENTSEE SHEET 8MATCHLINE 50 . 0 0 'NEW30' STREETSCAPENEWPERMANENTEMERGENCYVEHICLETURNAROUNDEASEMENT37.67'C226L262L263 37.01'37.67' 42.60' 37.68'37.00'L264L265C227S67°18'57"E 773.58' (TOTAL)L 84C5 (TOTAL)NEWPERMANENTEMERGENCYVEHICLETURNAROUNDEASEMENTFIELD DATEFILE NO.DATEDWG. NO.CREW CHIEFAPPROVEDSCALE1" = 60'OFREVIEWEDDRAWNNSR17203302/11/2018BPSBPSJT/TETTET214BOHLER ENGINEERING- ALL RIGHTS RESERVED.THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF BOHLER ENGINEERING, IS PROHIBITED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR VICINITY MAPNOT TO SCALE1" = 60'30'60'0'60'OFR SSP ESEALL-3920NO R T H CAROLINAONALITHOMAS E. TEA BO LAND SURVEY OR SITENC 210 NC 2 1 0 NC 55SR-2215NC 401 SR-2215PRELIMINARY - NOT FOR RECORDATION, SALES OR CONVEYANCESBLACK RIVER TOWNSHIP, HARNETT COUNTY, NORTH CAROLINAMAJOR SUBDIVISION PLATFORPHASE 1LGI HOMES NC INCPIN: 0662-46-9202DB 3641, PG 879 PB 2018, PG 253SETBACK TABLEPER CONSTRUCTION DRAWING:ZONING: RA-30FRONT YARD: 35'REAR YARD: 20'SIDE YARD: 10'CORNER SIDE YARD: 20'MAX BUILDING HEIGHT: 35'*SEE SHEET 14 FOR NOTES AND CERTIFICATIONS* *SEE SHEETS 10, 12, & 13 FOR CURVE TABLES**SEE SHEET 5,6 & 8 FOR LINE TABLES*REFERENCESDB 1270, PG 989DB 1025, PG 523DB 1554, PG 326DB 721, PG 258DB 1332, PG 916DB 1301, PG 147DB 900, PG 251DB 813, PG 479DB 801, PG 319DB 824, PG 242DB 985, PG 368DB 2913, PG 493DB 1087, PG 237DB 1087, PG 240DB 2710, PG 571DB 1567, PG 10DB 1620, PG 379DB 2116, PG 900DB 3335, PG 374DB 6E, PG 286DB 3641, PG 879DB 3072, PG 115DB 3757, PG 370PB 22, PG 4PB 2000, PG 561PB 2007, PG 1092PB 2018, PG 253PB 2019. PG 163PB 2019, PG 404RALEIGH, NCCHARLOTTE, NCCENTRAL VIRGINIABALTIMORE, MDWASHINGTON, DCNORTHERN VIRGINIASOUTHERN MARYLANDSOUTHEASTERN PAUPSTATE NEW YORKLEHIGH VALLEY, PAPHILADELPHIA/SOUTHERN NJWARREN, NJNEW YORK METROBOSTON, MAwww.bohlerengineering.com4130 PARKLAKE AVENUE, SUITE130 RALEIGH, NORTH CAROLINA27612 919.578.9000WESNC GRID (NAD 83-NSRS 2011)WESNCBELS:P-1132AREA TABULATION (BY COORDINATE COMPUTATION):AREA IN PHASE 1: 5,464,604.57 SF /125.450 ACAREA IN LOTS: 3,707,398.20 SF /85.110 ACAREA IN OPEN SPACE:1,205,422.60 SF /27.673 ACAREA IN PUBLIC R/W :551,783.77 SF /12.667 ACTOTAL SITE AREA: 5,464,604.57 SF / 125.450 ACWATER METERWATER VALVEFIRE HYDRANTLEGENDLINE NOT SURVEYEDLINE SURVEYEDIPFIRON PIPE FOUNDIRFIRON REBAR FOUNDCOMPUTED POINTXXLOT NUMBERIRON REBAR SETWWATER LINE & SIZEWETLANDSX"FMFORCEMAIN LINE(4" ON ALL PIPES)SANITARY SEWER(8" ON ALL PIPES)SANITARY SEWERMANHOLE05/05/2022ATHERSTONE SUBDIVISION WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWTAVERNERS LANES03°47'34"E 257.26'N79°48'25"W 343.73' (TOTAL)S59 ° 5 3 '2 6 "W 1 1 3 .9 6 'S05°22'51"E 117.38'S10°16'53"W 1 4 9 . 9 0 ' ( T O T A L )S79°49'35"E 167.29' (TOTAL)89.77'80.00'80.00'80.00'80.00'80.00'80.00'N67°18'58"W 569.77' (TOTAL)N22°4 1 ' 0 3 " E 2 5 0 . 0 0 ' N22° 4 1 ' 0 3 " E 2 5 0 . 0 0 ' N22°4 1 ' 0 3 " E 2 5 0 . 0 0 ' N22° 4 1 ' 0 3 " E 2 5 0 . 0 0 ' N22° 4 1 ' 0 3 " E 2 5 0 . 0 0 ' N22° 4 1 ' 0 3 " E 2 5 0 . 0 0 ' N22°4 1 ' 0 3 " E 2 5 0 . 0 0 ' N22° 4 1 ' 0 3 " E 2 0 5 . 5 9 ' N18°3 3 ' 2 7 " E 1 8 2 . 0 5 'N5 9 ° 43 ' 4 8 "E 2 5 1 . 2 5 ' (TO T A L )82.76'S22° 4 1 ' 0 3 " W 2 5 2 . 5 6 ' S22°4 1 ' 0 3 " W 2 5 2 . 5 6 ' S22° 4 1 ' 0 3 " W 2 5 2 . 5 6 ' S22° 4 1 ' 0 3 " W 2 5 2 . 5 5 'S30°16'12"E 250.00'S67°18'59"E 1037.56' (TOTAL)S67°18'58"E 1037.55' (TOTAL)S59 °5 3 ' 2 6 "W 1 16 1 . 38 ' ( TO TAL )S5 9 ° 5 3 ' 2 6 "W 1 16 1 . 3 8 ' (TO TA L )80.00'80.00'80.00'80.00'80.00'80.00'80.23'82.76'82.76'82.76'82.76'82.76'82.76'82.76'82.76'80.00'82.76'114.01'75.11'45.47' 104.43' 4 4 . 52 ' 9 2 . 5 9 ' 7 2 . 6 3 '51.73'28.75'82.76'S22°4 1 ' 0 3 " W 2 5 2 . 5 5 'S30°16'12"E 250.00'N5 9 ° 43 ' 48 "E 1 3 7 . 1 1 ' (TO T A L )C97C69C70C71C7 (TOTAL)C72C73C5 (TOTAL)C21 (TOTAL)S65°20'44"E 250.00'C159C155C152 N67°18'58"W 1037.55' (TOTAL)11 4 . 1 1 '162.33'L98L99L101L100L102 NEW30' STREETSCAPEBUFFERNEW100' STREETVISTA BUFFERNEW30'STREETSCAPEBUFFERNEW100' STREETVISTA BUFFERNEW30' STREETSCAPEBUFFER108.28'46.17'12.84'46.38'108.22'S59 ° 5 3 ' 51 "W 1 0 4 3 .9 8 'S59 °5 3 '5 1 "W 1 1 2 6 . 29 'S59°53'51"W 10 4 3 .9 8 'S5 9 ° 5 3 ' 5 1 "W 1 1 2 6 . 2 9 'NEW20' STORM DRAINAGEEASEMENT235.00'MATCHLINESEE SHEET 4MATCHLINESEE SHEET 4SEE SHEET 7MATCHLINE L244 S22°4 1 ' 0 3 " W 2 5 2 . 5 6 'SEE SHEET 2MATCHLINESEE SHEET 8MATCHLINE1 1 3 6 .9 2 ' 1 1 3 6 .9 2 'NEW30' STREETSCAPEBUFFERN C 2 1 0 N S67°18'57"E 773.58' (TOTAL)SEE SHEET 2MATCHLINEC5 (TOTAL)FIELD DATEFILE NO.DATEDWG. NO.CREW CHIEFAPPROVEDSCALE1" = 60'OFREVIEWEDDRAWNNSR17203302/11/2018BPSBPSJT/TETTET314BOHLER ENGINEERING- ALL RIGHTS RESERVED.THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF BOHLER ENGINEERING, IS PROHIBITED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR VICINITY MAPNOT TO SCALEOFR SSP ESEALL-3920NO R T H CAROLINAONALITHOMAS E. TEA BO LAND SURVEY OR SITENC 210 NC 2 1 0 NC 55SR-2215NC 401 SR-2215PRELIMINARY - NOT FOR RECORDATION, SALES OR CONVEYANCESBLACK RIVER TOWNSHIP, HARNETT COUNTY, NORTH CAROLINAMAJOR SUBDIVISION PLATFORPHASE 1LGI HOMES NC INCPIN: 0662-46-9202DB 3641, PG 879 PB 2018, PG 2531" = 60'30'60'0'60' *SEE SHEETS 10, 12, & 13 FOR CURVE TABLES**SEE SHEET 5,6 & 8 FOR LINE TABLES*RALEIGH, NCCHARLOTTE, NCCENTRAL VIRGINIABALTIMORE, MDWASHINGTON, DCNORTHERN VIRGINIASOUTHERN MARYLANDSOUTHEASTERN PAUPSTATE NEW YORKLEHIGH VALLEY, PAPHILADELPHIA/SOUTHERN NJWARREN, NJNEW YORK METROBOSTON, MAwww.bohlerengineering.com4130 PARKLAKE AVENUE, SUITE130 RALEIGH, NORTH CAROLINA27612 919.578.9000WESNC GRID (NAD 83-NSRS 2011)WESNCBELS:P-1132*SEE SHEET 14 FOR NOTES AND CERTIFICATIONS* *SEE SHEETS 10, 12, & 13 FOR CURVE TABLES**SEE SHEET 5,6 & 8 FOR LINE TABLES*AREA TABULATION (BY COORDINATE COMPUTATION):AREA IN PHASE 1: 5,464,604.57 SF /125.450 ACAREA IN LOTS: 3,707,398.20 SF /85.110 ACAREA IN OPEN SPACE:1,205,422.60 SF /27.673 ACAREA IN PUBLIC R/W :551,783.77 SF /12.667 ACTOTAL SITE AREA: 5,464,604.57 SF / 125.450 ACSETBACK TABLEPER CONSTRUCTION DRAWING:ZONING: RA-30FRONT YARD: 35'REAR YARD: 20'SIDE YARD: 10'CORNER SIDE YARD: 20'MAX BUILDING HEIGHT: 35'WATER METERWATER VALVEFIRE HYDRANTLEGENDLINE NOT SURVEYEDLINE SURVEYEDIPFIRON PIPE FOUNDIRFIRON REBAR FOUNDCOMPUTED POINTXXLOT NUMBERIRON REBAR SETWWATER LINE & SIZEWETLANDSX"FMFORCEMAIN LINE (4" ON ALL PIPES)SANITARY SEWER (8" ON ALL PIPES)SANITARY SEWER MANHOLE05/05/2022ATHERSTONE SUBDIVISION WWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W WWW WWWWWWWWN C 2 1 0 N 80.00'80.00'S59 °5 3 '2 6 "W 1 1 6 1 . 38 ' ( TO TAL )S30°21'10"E 168.58' (TOTAL)S59 ° 5 3 ' 51 "W 2 5 0 . 00 ' S 5 8 ° 0 2 ' 4 1 "W 2 5 0 . 0 0 ' N 5 1 ° 3 7 ' 3 9 " E 2 5 0 . 0 0 ' N 4 5 ° 1 2 ' 3 7 " E 2 5 0 . 0 0 'S30°21'10"E 69.69'C157 (TOTAL)S30°21'10"E 168.37' (TOTAL)N47°58'06"W 76.89'N57°03'41"W 102.94' (TOTAL)N66°59'10"W 668.22' (TOTAL)N22°48'24"E 250.51'N23°00'50"E 250.56'N23°00'50"E 250.61' N23° 0 0 ' 5 0 " E 2 5 0 . 5 6 ' N23° 0 0 ' 5 0 " E 2 4 4 . 7 5 ' N23° 0 0 ' 5 0 " E 2 2 8 . 8 3 ' N23° 0 0 ' 5 0 " E 1 9 8 . 6 6 ' N32 ° 5 6 ' 1 9 " E 1 3 7 . 0 8 'S67°01'23"E 228.55' (TOTAL)C23 (TOTAL)N02°49'38"E 249.48'N21°09'42"E 249.74'N22°58'37"E 240. 3 0 ' ( T O T A L )N67°01'23"W 70.02'N49°41'49"W 269.75'S41°58'04"E 250.00'S41°58'04"E 250.00'S41°58'04"E 250.00'S66°55'53"E 250.00'S66°57'30"E 249.92'S67°01'23"E 92.05'S22°5 8 ' 3 7 " W 2 4 0 . 3 0 ' ( T O T A L )S67°01'23"E 56.50'S 4 8 ° 0 1 ' 5 6 " W 3 7 9 . 2 5 ' ( T O T A L ) S23°0 1 ' 3 1 " W 2 6 2 . 9 9 ' ( T O T A L )68.60'C89C90C91C92C93C9467.65'80.00'80.89'L1079.99'80.00'80.00'80.51'84.16'93.06'86.67'17.91'85.03'C97C96C9595.67 ' 82.43' 84.89' 3 3 . 4 6 ' 80 . 0 0 ' 80 . 0 0 ' 80 . 0 0 ' 80 . 0 0 ' C 1 6 0 3 9 . 0 0 ' 80 . 0 0 ' 8 0 . 0 0 'L7 (TOTAL)L5L65.17'5.30'C22C16 (TOTAL)C88C87C86C85C84C17(TOTAL)C33(TOTAL)C34 (TOTAL)C144C143C142C139C140129.21'C38C1 4 5 C1 4 6 34 . 4 4 ' C3 2 ( T O T A L ) C1 8 8 0 . 0 0 'S41°58'04"E 250.00'S67°00'41"E 249.85'235.00' L 3NEW 20'STORMDRAINAGEEASEMENTROYAL MEADOW DRIVEL 1 5 7 L15 8 L159L161L162L163L164L 1 6 5L166 L167L168L169 L170L 1 7 1 C190C192C193L172L173L174L1 7 5 L176L1 7 7 L178L179L180C194C195C196C197 NEW30' STREETSCAPEBUFFERNEW100' STREETVISTA BUFFER29.99'70.00'S5 9 ° 5 3 ' 5 1 "W 1 0 4 3 . 9 8 'S5 9 °5 3 ' 5 1 "W 1 12 6 . 2 9 'SEE SHEET 7MATCHLINESEE SHEET 3MATCHLINESEE SHEET 3MATCHLINENEW 20'STORM DRAINAGEEASEMENTNEW 20'STORMDRAINAGEEASEMENTC191MATCHLINESEE SHEET 6MATCHLINESEE SHEET 5L252SEE SHEET 6MATCHLINE 5 0 . 0 0 'L253 ( TOT A L ) 37 . 7 0 ' 1 1 3 6 . 9 2 ' L 1 6 0 SEE S H E E T 7 MA T C H L I N E S E E SH E E T 7MA T CH L I NE S 4 8 ° 0 1 ' 5 6 "W 3 7 9 . 2 5 ' ( T O T A L ) S 4 8 ° 0 1 ' 5 6 "W 3 8 4 . 7 8 ' ( T O T A L )SEE SHEET 7MATCHLINESEE SHEET 6MATCHLINEN66°59'10"W 83.83'S41°58'04"E 250.00'67.47' 82.66 ' 85.01 'C34 (TOTAL)BAR N S L E Y R O A D FIELD DATEFILE NO.DATEDWG. NO.CREW CHIEFAPPROVEDSCALE1" = 60'OFREVIEWEDDRAWNNSR17203302/11/2018BPSBPSJT/TETTET414BOHLER ENGINEERING- ALL RIGHTS RESERVED.THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF BOHLER ENGINEERING, IS PROHIBITED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR VICINITY MAPNOT TO SCALESITENC 210 NC 2 1 0 NC 55SR-2215NC 401 SR-2215PRELIMINARY - NOT FOR RECORDATION, SALES OR CONVEYANCESOFR SSP ESEALL-3920NO R T H CAROLINAONALITHOMAS E. TEA BO LAND SURVEY ORBLACK RIVER TOWNSHIP, HARNETT COUNTY, NORTH CAROLINAMAJOR SUBDIVISION PLATATHERSTONE SUBDIVISION FORPHASE 1LGI HOMES NC INCPIN: 0662-46-9202DB 3641, PG 879 PB 2018, PG 2531" = 60'30'60'0'60'RALEIGH, NCCHARLOTTE, NCCENTRAL VIRGINIABALTIMORE, MDWASHINGTON, DCNORTHERN VIRGINIASOUTHERN MARYLANDSOUTHEASTERN PAUPSTATE NEW YORKLEHIGH VALLEY, PAPHILADELPHIA/SOUTHERN NJWARREN, NJNEW YORK METROBOSTON, MAwww.bohlerengineering.com4130 PARKLAKE AVENUE, SUITE130 RALEIGH, NORTH CAROLINA27612 919.578.9000WESNC GRID (NAD 83-NSRS 2011)WESNCBELS:P-1132*SEE SHEET 14 FOR NOTES AND CERTIFICATIONS* *SEE SHEETS 10, 12, & 13 FOR CURVE TABLES**SEE SHEET 5,6 & 8 FOR LINE TABLES*AREA TABULATION (BY COORDINATE COMPUTATION):AREA IN PHASE 1: 5,464,604.57 SF /125.450 ACAREA IN LOTS: 3,707,398.20 SF /85.110 ACAREA IN OPEN SPACE:1,205,422.60 SF /27.673 ACAREA IN PUBLIC R/W :551,783.77 SF /12.667 ACTOTAL SITE AREA: 5,464,604.57 SF / 125.450 ACSETBACK TABLEPER CONSTRUCTION DRAWING:ZONING: RA-30FRONT YARD: 35'REAR YARD: 20'SIDE YARD: 10'CORNER SIDE YARD: 20'MAX BUILDING HEIGHT: 35'WATER METERWATER VALVEFIRE HYDRANTLEGENDLINE NOT SURVEYEDLINE SURVEYEDIPFIRON PIPE FOUNDIRFIRON REBAR FOUNDCOMPUTED POINTXXLOT NUMBERIRON REBAR SETWWATER LINE & SIZEWETLANDSX"FMFORCEMAIN LINE (4" ON ALL PIPES)SANITARY SEWER (8" ON ALL PIPES)SANITARY SEWER MANHOLE05/05/2022 WWWWWWWWWWWWWN20°46'30"W 1253.04' (TOTAL)N66°59'10"W 668.22' (TOTAL)N62°44'02"W 162.33' (TOTAL)S10°50'20"W 3 8 5 . 6 8 ' ( T O T A L )N20°46'30"W 1253.04' (TOTAL)S69°16'42 "W 160 .75 ' (TOTAL )N20°51'56"W 250.00'S20°56'44"E 250.00'S20°43'18"E 250.00'S20°43'18"E 250.00'S20°43'18"E 250.00'N20°43'18"W 230.56'N22° 4 8 ' 2 4 " E 2 5 0 . 5 1 ' N23° 0 0 ' 5 0 " E 2 5 0 . 5 6 ' N23° 0 0 ' 5 0 " E 2 5 0 . 6 1 ' N23°0 0 ' 5 0 " E 2 5 0 . 5 6 ' N23° 0 0 ' 5 0 " E 2 4 4 . 7 5 'S69°16'42"W 555.83' (TOTAL )N20°43'18"W 250.00'N69°16 '42 "E 672 .67 ' (TOTAL )N69°16 '42 "E 179 .44 ' (TOTAL ) S07°41'03"W 56 0 . 0 2 'C93C9467.65'80.00'137.09 '80.00 '80.00 'L880.02'10.49'80.37'80.37 '80.00 '80.00 'L9224.79'L1079.99'80.00'80.00'80.51'84.16'10.47'80.20'80.20 '80.20 '83.23 '629.69'160.89'213.00'50.00'213.00'NEW 20'STORMDRAINAGEEASEMENTNEW 20'STORM DRAINAGEEASEMENTNEW 20'SANITARYEASEMENTL38L39L40L41L185L186L187L188L189L190L192L196L197L198L200L201L202L203L204L205L206 L207L246NEW 20'SANITARYEASEMENTSEE SHEET 4MATCHLINESEE SHEET 6MATCHLINE SEE SHEET 6MATCHLINE74.47'NEWPERMANENTEMERGENCYVEHICLETURNAROUNDEASEMENTC22548.51'37.00'L260L26148.43'C224L258L25937.00'NEWPERMANENTEMERGENCYVEHICLETURNAROUNDEASEMENT147.39'N66°59'10"W 83.83'(TOTAL)ROYAL MEADOW DR IVE LINE TABLELINEL1L2L3L4L5L6L7L8L9L10L11L12L13L14L15L16L17L18L19L20BEARINGN71° 21' 52"WN33° 05' 37"ES48° 01' 56"WS48° 01' 56"WN68° 41' 54"WN68° 41' 54"WS68° 41' 54"EN69° 16' 38"EN69° 16' 42"ES66° 59' 10"EN20° 43' 47"WN20° 43' 47"WN67° 18' 57"WS67° 18' 57"EN59° 33' 43"WN22° 41' 03"EN22° 41' 03"ES30° 08' 33"WN30° 08' 33"EN22° 52' 02"EDISTANCE27.04'30.01'25.79'25.78'17.31'8.42'25.74'12.00'19.44'9.36'4.60'4.61'33.40'33.40'23.68'12.56'7.41'44.91'34.81'11.05'LINE TABLELINEL21L22L23L24L25L26L27L28L29L30L31L32L33L34L35L36L37L38L39L40BEARINGS32° 04' 16"WS44° 32' 35"WN45° 27' 26"WS18° 41' 50"WS18° 41' 50"WS71° 18' 10"ES71° 18' 10"ES18° 41' 50"WS18° 41' 50"WS71° 15' 07"ES18° 59' 13"WN71° 15' 16"WS18° 41' 50"WS18° 41' 50"WN71° 00' 47"WN18° 59' 13"ES71° 00' 47"ES69° 16' 42"WS20° 44' 50"EN69° 15' 10"EDISTANCE22.59'13.35'19.13'10.00'10.00'249.42'249.42'10.00'10.00'4.05'20.00'3.95'9.89'10.11'17.05'20.00'16.95'1.00'9.96'20.00'LINE TABLELINEL41L42L43L44L45L46L47L48L49L50L51L52L53L54L55L56L57L58L59L60BEARINGN20° 44' 50"WS18° 41' 50"WS18° 41' 50"WN71° 18' 10"WN71° 18' 10"WS18° 41' 50"WS18° 41' 50"WS33° 05' 37"WS33° 05' 37"WS72° 42' 28"ES72° 42' 28"ES47° 33' 34"ES47° 33' 34"ES62° 18' 32"ES62° 18' 32"ES68° 01' 05"ES68° 01' 05"ES30° 27' 10"WS59° 32' 50"EN30° 27' 10"EDISTANCE9.95'10.00'10.00'240.00'260.00'88.96'71.49'31.92'28.32'179.18'193.01'346.14'348.01'167.97'164.38'128.56'126.58'31.15'60.00'18.03'LINE TABLELINEL61L62L63L64L65L66L67L68L69L70L71L72L73L74L75L76L77L78L79L80BEARINGS59° 51' 27"EN59° 51' 27"WN30° 39' 34"EN59° 32' 50"WS30° 27' 10"WS30° 08' 33"WN29° 15' 31"ES59° 51' 27"EN30° 08' 33"EN59° 51' 27"WN30° 16' 12"WN59° 43' 48"ES30° 16' 12"EN30° 10' 32"WS30° 10' 32"ES30° 10' 32"ES30° 10' 32"EN38° 18' 27"WS22° 13' 05"EN38° 23' 16"WDISTANCE18.93'9.96'17.94'67.02'8.63'19.72'6.90'23.95'24.00'27.13'7.00'61.39'7.00'56.65'54.98'55.02'52.59'69.77'71.44'67.27'LINE TABLELINEL81L82L83L84L85L86L87L88L89L90L91L92L93L94L95L96L97L98L99L100BEARINGN22° 02' 51"WN59° 56' 08"ES30° 06' 40"ES59° 53' 20"WN30° 06' 40"WN59° 53' 20"ES59° 49' 44"WN30° 06' 40"WS60° 06' 36"WS29° 53' 24"ES59° 54' 59"WS68° 00' 53"WS51° 45' 55"WN59° 53' 04"ES30° 10' 32"EN30° 10' 32"WS59° 53' 26"WN67° 18' 58"WN67° 18' 58"WS05° 07' 58"WDISTANCE69.82'7.15'24.28'17.31'24.28'17.31'7.19'24.27'17.25'24.32'17.35'70.72'70.70'45.54'9.99'9.99'45.47'5.27'20.98'37.49'LINE TABLELINEL101L102L103L104L105L106L107L108L109L110L111L112L113L114L115L116L117L118L119L120BEARINGS84° 52' 02"EN05° 07' 58"EN67° 18' 59"WN67° 18' 59"WS05° 07' 58"WS76° 17' 43"WS20° 55' 13"WS39° 52' 01"WS24° 03' 54"WS11° 40' 19"WS76° 31' 57"ES66° 31' 34"WS37° 06' 49"WS22° 47' 05"WS08° 21' 58"WS01° 05' 24"ES85° 47' 51"WN05° 07' 58"ES22° 41' 03"WS22° 41' 03"WDISTANCE20.00'31.16'27.08'20.98'52.96'35.69'13.80'16.97'18.92'24.83'73.45'12.10'23.42'22.10'23.95'25.56'25.15'46.63'55.00'10.00'FIELD DATEFILE NO.DATEDWG. NO.CREW CHIEFAPPROVEDSCALE1" = 60'OFREVIEWEDDRAWNNSR17203302/11/2018BPSBPSJT/TETTET514BOHLER ENGINEERING- ALL RIGHTS RESERVED.THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF BOHLER ENGINEERING, IS PROHIBITED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR VICINITY MAPNOT TO SCALESITENC 210 NC 2 1 0 NC 55SR-2215NC 401 SR-2215PRELIMINARY - NOT FOR RECORDATION, SALES OR CONVEYANCESO FR SSP ESEALL-3920NO R T H CAROLINAONALITHOMAS E. TE A BO LAND SURVEY OR BLACK RIVER TOWNSHIP, HARNETT COUNTY, NORTH CAROLINAMAJOR SUBDIVISION PLATATHERSTONE SUBDIVISION FORPHASE 1LGI HOMES NC INCPIN: 0662-46-9202DB 3641, PG 879 PB 2018, PG 2531" = 60'30'60'0'60'RALEIGH, NCCHARLOTTE, NCCENTRAL VIRGINIABALTIMORE, MDWASHINGTON, DCNORTHERN VIRGINIASOUTHERN MARYLANDSOUTHEASTERN PAUPSTATE NEW YORKLEHIGH VALLEY, PAPHILADELPHIA/SOUTHERN NJWARREN, NJNEW YORK METROBOSTON, MAwww.bohlerengineering.com4130 PARKLAKE AVENUE, SUITE130 RALEIGH, NORTH CAROLINA27612 919.578.9000WESNC GRID (NAD 83-NSRS 2011)WESNCBELS:P-1132*SEE SHEET 14 FOR NOTES AND CERTIFICATIONS* *SEE SHEETS 10, 12, & 13 FOR CURVE TABLES**SEE SHEET 5,6 & 8 FOR LINE TABLES*AREA TABULATION (BY COORDINATE COMPUTATION):AREA IN PHASE 1: 5,464,604.57 SF /125.450 ACAREA IN LOTS: 3,707,398.20 SF /85.110 ACAREA IN OPEN SPACE:1,205,422.60 SF /27.673 ACAREA IN PUBLIC R/W :551,783.77 SF /12.667 ACTOTAL SITE AREA: 5,464,604.57 SF / 125.450 ACSETBACK TABLEPER CONSTRUCTION DRAWING:ZONING: RA-30FRONT YARD: 35'REAR YARD: 20'SIDE YARD: 10'CORNER SIDE YARD: 20'MAX BUILDING HEIGHT: 35'WATER METERWATER VALVEFIRE HYDRANTLEGENDLINE NOT SURVEYEDLINE SURVEYEDIPFIRON PIPE FOUNDIRFIRON REBAR FOUNDCOMPUTED POINTXXLOT NUMBERIRON REBAR SETWWATER LINE & SIZEWETLANDSX"FMFORCEMAIN LINE (4" ON ALL PIPES)SANITARY SEWER (8" ON ALL PIPES)SANITARY SEWER MANHOLE05/05/2022 WWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W NEW20' STORM DRAINAGEEASEMENTN69°16 '42 "E 571 .01 ' (TOTAL )N62°44'02"W 162.33' (TOTAL)N20°46'30"W 1253.04' (TOTAL)S20°56'44"E 250.00'S20°43'18"E 250.00'S20°43'18"E 250.00'S20°43'18"E 250.00'N20°43'18"W 230.56'N22°4 8 ' 2 4 " E 2 5 0 . 5 1 'S69°16 '42 "W 555 .83 ' (TOTAL )N20°43'18"W 250.00'N20°43'18"W 250.00'N20°43'18"W 250.00'N20°43'18"W 250.00'N20°43'18"W 250.00'N20°43'18"W 250.00'S20°43'47"E 319.60' (TOTAL)C25 (TOTAL)C31 (TOTAL)N86°50'56"E 250.15'N86°13'48"E 250.27'N77°29'57"E 250 .21 'N69°16'13 "E 250 .23 'N69°16 '42"E 672 .67 ' (TOTAL )S20°43'47"E 319.61' (TOTAL)C36(TOTAL)S02°43'46"E 134.78' (TOTAL)N87°16'14"E 235.54'N81°58'59"E 260.05'N69°16 '13 "E 265 .78 'N15°30'27"W 250.31'N02°49'38"E 249.48'S 6 0 ° 1 3 ' 0 8 "W 1 7 9 .8 2 ' (TOTA L )162.46 '137.09 '80.00 '80.00 'L880.02 '10.49'224.79'L1079.99'80.00'41.12 '10.47'80.20 '80.20 '80.20 '83.23 '83.23 '68.78 '235.00'80.00'83.75 '83.23 '83.23 '80.20 '80.20 '80.20'80.20'C10079.97'8.65'C22C34 (TOTAL)C144C143C142C141C24(TO T A L )C35(TOTAL)50.00'213.00'73.35'C99C98L11C101C102C103L1280.00'235.00'C105C104C138C139C140C37 (TOTAL)51.91'80.12'129.21'1 1 5 . 97 'C3868.57'56.17'N02°43'46"W 134.87' (TOTAL)320.80'NEW 20'STORMDRAINAGEEASEMENTNEW 20'STORM DRAINAGEEASEMENTROYAL MEADOW DR IVE COLESHILL ROADNEW 20'SANITARYEASEMENTC198C199C200C201C202L181L 1 8 2L183L184L38L39L40L41L185L186L187L188L189L190L191L192L193L194L195L196L197L198L200L201L202L203L204L205L206L207 C163C164C203C204L208L209L210L211L212L213L214L215SEE SHEET 10MATCHLINENEW20' STORM DRAINAGEEASEMENTL246NEW 20'STORMDRAINAGEEASEMENTL247(TOTAL)L248(TOTAL)L248 (TOTAL)L249NEW 20'SANITARYEASEMENTMATCHLINESEE SHEET 5L250MATCHLINESEE SHEET 5SEE SHEET 4MATCHLINESEE SHEET 7MATCHLINE74.47'MAT C H L I N E SEE S H E E T 4NEWPERMANENTEMERGENCYVEHICLETURNAROUNDEASEMENTC22548.51'37.00'L260L26148.43'C224L258L25937.00'147.39'N66°59'10"W 83.83'(TOTAL)70.47'SEE SHEET 4 MATCHLINE 244.15'C34 (TOTAL)ROYAL MEADOW DR IVE LINE TABLELINEL121L122L123L124L125L126L127L128L129L130L131L132L133L134L135L136L137L138L139L140BEARINGS30° 53' 21"WS14° 33' 15"WN22° 41' 03"EN22° 41' 03"EN41° 59' 35"ES48° 00' 25"EN30° 48' 51"EN22° 41' 03"EN22° 41' 03"EN22° 41' 03"EN22° 41' 03"ES67° 18' 57"ES19° 49' 46"WN70° 10' 14"WN14° 33' 15"ES59° 34' 08"ES59° 34' 08"EN22° 41' 33"ES22° 41' 33"WS55° 06' 29"WDISTANCE69.81'69.80'49.30'5.70'23.09'4.37'69.80'55.00'25.10'72.54'1.25'6.99'72.11'10.60'69.80'16.60'20.18'14.52'17.24'10.26'LINE TABLELINEL141L142L143L144L145L146L147L148L149L150L151L152L153L154L155L156L157L158L159L160BEARINGS67° 18' 27"EN09° 43' 23"WS59° 34' 08"ES59° 34' 08"ES22° 41' 33"WS67° 18' 27"EN22° 41' 33"EN22° 52' 01"EN66° 08' 07"WS23° 51' 53"WS66° 08' 07"EN22° 52' 05"EN30° 27' 10"EN66° 08' 07"WN23° 51' 53"ES66° 08' 07"EN59° 59' 29"EN59° 53' 20"EN30° 06' 40"WS59° 53' 20"WDISTANCE31.00'10.26'67.69'20.18'23.77'20.00'21.05'10.51'16.83'20.00'16.97'1.40'20.22'4.17'20.00'4.02'7.15'17.31'24.28'17.31'FIELD DATEFILE NO.DATEDWG. NO.CREW CHIEFAPPROVEDSCALE1" = 60'OFREVIEWEDDRAWNNSR17203302/11/2018BPSBPSJT/TETTET614BOHLER ENGINEERING- ALL RIGHTS RESERVED.THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF BOHLER ENGINEERING, IS PROHIBITED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR VICINITY MAPNOT TO SCALESITENC 210 NC 2 1 0 NC 55SR-2215NC 401 SR-2215PRELIMINARY - NOT FOR RECORDATION, SALES OR CONVEYANCESOFR SSP ESEALL-3920NO R T H CAROLINAONALITHOMAS E. TEA BO LAND SURVEY ORBLACK RIVER TOWNSHIP, HARNETT COUNTY, NORTH CAROLINAMAJOR SUBDIVISION PLATATHERSTONE SUBDIVISION FORPHASE 1LGI HOMES NC INCPIN: 0662-46-9202DB 3641, PG 879 PB 2018, PG 253REFERENCESDB 1270, PG 989DB 1025, PG 523DB 1554, PG 326DB 721, PG 258DB 1332, PG 916DB 1301, PG 147DB 900, PG 251DB 813, PG 479DB 801, PG 319DB 824, PG 242DB 985, PG 368DB 2913, PG 493DB 1087, PG 237DB 1087, PG 240DB 2710, PG 571DB 1567, PG 10DB 1620, PG 379DB 2116, PG 900DB 3335, PG 374DB 6E, PG 286DB 3641, PG 879DB 3072, PG 115DB 3757, PG 370PB 22, PG 4PB 2000, PG 561PB 2007, PG 1092PB 2018, PG 253PB 2019. PG 163PB 2019, PG 404RALEIGH, NCCHARLOTTE, NCCENTRAL VIRGINIABALTIMORE, MDWASHINGTON, DCNORTHERN VIRGINIASOUTHERN MARYLANDSOUTHEASTERN PAUPSTATE NEW YORKLEHIGH VALLEY, PAPHILADELPHIA/SOUTHERN NJWARREN, NJNEW YORK METROBOSTON, MAwww.bohlerengineering.com4130 PARKLAKE AVENUE, SUITE130 RALEIGH, NORTH CAROLINA27612 919.578.9000WESNC GRID (NAD 83-NSRS 2011)WESNCBELS:P-11321" = 60'30'60'0'60'*SEE SHEET 14 FOR NOTES AND CERTIFICATIONS* *SEE SHEETS 10, 12, & 13 FOR CURVE TABLES**SEE SHEET 5,6 & 8 FOR LINE TABLES*AREA TABULATION (BY COORDINATE COMPUTATION):AREA IN PHASE 1: 5,464,604.57 SF /125.450 ACAREA IN LOTS: 3,707,398.20 SF /85.110 ACAREA IN OPEN SPACE:1,205,422.60 SF /27.673 ACAREA IN PUBLIC R/W :551,783.77 SF /12.667 ACTOTAL SITE AREA: 5,464,604.57 SF / 125.450 ACSETBACK TABLEPER CONSTRUCTION DRAWING:ZONING: RA-30FRONT YARD: 35'REAR YARD: 20'SIDE YARD: 10'CORNER SIDE YARD: 20'MAX BUILDING HEIGHT: 35'WATER METERWATER VALVEFIRE HYDRANTLEGENDLINE NOT SURVEYEDLINE SURVEYEDIPFIRON PIPE FOUNDIRFIRON REBAR FOUNDCOMPUTED POINTXXLOT NUMBERIRON REBAR SETWWATER LINE & SIZEWETLANDSX"FMFORCEMAIN LINE (4" ON ALL PIPES)SANITARY SEWER (8" ON ALL PIPES)SANITARY SEWER MANHOLE05/05/2022 WW W W W W W W W W W W WWW WWWWWW WWW W W W W W WWWWWWWWWW WWWWW WW W W W W W WWWFMFM FM FM FM FM FM FM F M F M FMFM FM FM FM FM FM FMFMFMFMFM FM L148 NEW 20'STORMDRAINAGEEASEMENTTAVERNERS LANEN69°16'13"E 265.78'N15°30'27"W 250.31'N02°49'38"E 249.48'N67°01'23"W 70.02'S60°13'08"W 179.82' (TOTAL)N49°41'49"W 269.75'N41°58'04"W 250.12'N41°58'04"W 250.20'N41°58'04"W 250.29'S41°58'04"E 250.00'S41°58'04"E 250.00'S41°58'04"E 250.00'N 4 8 ° 0 1 ' 5 6 " E 3 8 4 . 7 8 ' ( T O T A L ) S 4 8 ° 0 1 ' 5 6 " W 3 8 4 . 7 8 ' ( T O T A L ) S 4 8 ° 0 1 ' 5 6 "W 3 7 9 . 2 5 ' ( T O T A L ) 8 0 . 0 0 ' 8 0 . 0 0 ' 8 0 . 0 0 ' C 1 6 0 3 9 . 0 0 ' 8 0 . 0 0 ' 80 . 0 0 ' 8 0 . 0 0 ' 8 0 . 0 0 'L7 (TOTAL)L5L65.17'5.30'C139C140C37 (TOTAL)129.21'115.97'63.85'N38°31'40"W 250.47'N38°31'40"W 250.47'C38C14 5 C1 4 6 3 4 . 4 4 ' C3 2 ( T O T A L ) C1 8 80 . 0 0 ' 80 . 0 0 ' 8 0 . 0 0 ' 80 . 0 0 ' 53 . 6 6 ' 8 0 . 0 0 ' 80 . 0 0 ' 80 . 0 0 'C48N47°58'13"E 3 3 7 . 4 3 ' ( T O T A L )S41°58'04"E 250.00'S42°01'47"E 255.17'N42°01'47"W 251.77'N42°01'47"W 259.55'S32°04'16"W 369.79' (TOTAL)N50°29'08"W 278.10'N60°17'20"W 281.71'S66°06'55"E 270.15'C2 1 ( T O T A L )L14C51S22°4 1 ' 0 3 " W 4 7 2 . 4 1 ' ( T O T A L ) C5 4 ( T O T A L )C40 (TOTAL)S47°58'13"W 337.43' (TOTAL)N38°31'40"W 250.47'N52°31'34"W 250.00'N61°17'24"W 251.10'N62°24'35"W 250.55'S62°20'10"E 249.21'N23°28'25"W 232.40'S27 ° 4 1 ' 3 6 " W 1 9 3 . 1 6 'S67°31'05"E 250.29'N67°18'57"W 250.37'N63°12'49"W 256.38'N49°56'36"W 257.42'N41°58'04"W 251.72'N41°58'04"W 250.38'C4 1 ( T O T A L )C43L13C44 (TOTAL)N22°4 1 ' 0 3 " E 3 7 1 . 5 1 ' ( T O T A L ) C4 5 ( T O T A L ) C1 9 ( T O T A L )S41°58'04"E 250.00'S47°53'03"E 250.00'N56°36'53"W 250.00'S65°20'44"E 250.00'C20(TOTAL)C63(TOTAL)N67°18'57"W 256.00'N67°18'57"W 256.00'N67°18'57"W 256.00'N67°18'57"W 256.00'C81 C8 2 C8 3 L 4 4 3 . 7 6 ' C 1 5 0 C1 5 1 C1 5 3 C15 4 C15679.95' 80.05'153.90' (TOTAL)192.94'80.00 ' 80.00 ' 80.00 ' 80.82 ' 80.06' 56.73 ' C149 C1 4 8 C1 4 7 3 0 . 3 4 '149.32'C124 C132 61.91 ' 58.86' 80.00' 88.00' L20 C13 3 C1 3 4 28 . 4 6 ' 95.43' 80 . 0 0 ' 80.00'80.00'80.00'80.00'82.00'68.96'C135C136 60.00'50.00'56.70'35.50'45.90' C159 C15 5 C1 5 2 L3 C158 N67°18'58"W 1037.55' (TOTAL)C1 6 1 ( T O T A L )C162 (TOTAL)S41°58'04"E 250.00'S 4 7 ° 5 8 ' 1 3 "W 3 3 7 . 4 3 ' ( T O T A L ) S22° 4 2 ' 4 4 " W 1 6 0 . 0 0 ' ( T O T A L )NEW 20'STORMDRAINAGEEASEMENTN29°47'23"W 242.20'BA R N S L E Y R O A D BAR N S L E Y R O A D CHEDWORTH D R I V E L98L99L101L100 L102 L103L104L105 L106L107L108L109L110L112 L1 1 3 L114 L115L116 L117L118 C177C178 L119 L120C179C180C181 C182 L12 1 L122 C185L125C187C188L128L129L130L131L132L133L134L135 L144L145 L146L147 C186 L149L150L151L152C189 L154L155L156 80.00 'NEW20' STORM DRAINAGEEASEMENT235.00'N67°20'32"W 250.33'MAT C H L I N E SEE S H E E T 2 C80( T O T A L )NEW 20'STORMDRAINAGEEASEMENTL244 L245 C50(TOTAL)L124 C1 8 3NEW 20'STORMDRAINAGEEASEMENTMATCHLINESEE SHEET 6L251 ( T O T A L ) SEE S H E E T 9 MA T C H L I N E C184SEE SHEET 10MATCHLINE SEE SHEET 9MATCHLINESEE SHEET 8MATCHLINES21°13'58"E 373.36' (TOTAL)MA T C H L I N E SEE S H E E T 8 S E E S H E E T 9MA TC H L I N E S 4 8 ° 0 1 ' 5 6 "W 3 7 9 . 2 5 ' ( T O T A L )S41°58'04"E 250.00'MATCHLINESEE SHEET 10244.15'MATCHLINESEE SHEET 485.01 ' C42 ( T O T A L )N38°31'40"W 250.47'N50°24'06"E200.31'(TOTAL)N22° 4 1 ' 0 3 " E 3 7 1 . 5 1 ' ( T O T A L ) BAR N S L E Y R O A D N22° 5 2 ' 0 1 " E 1 4 9 . 9 1 ' ( T O T A L )MATCHLINESEE SHEET 4FIELD DATEFILE NO.DATEDWG. NO.CREW CHIEFAPPROVEDSCALE1" = 60'OFREVIEWEDDRAWNNSR17203305/05/202202/11/2018BPSBPSJT/TETTET714BOHLER ENGINEERING- ALL RIGHTS RESERVED.THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF BOHLER ENGINEERING, IS PROHIBITED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR VICINITY MAPNOT TO SCALESITENC 210 NC 2 1 0 NC 55SR-2215NC 401 SR-2215PRELIMINARY - NOT FOR RECORDATION, SALES OR CONVEYANCESOFR SSP ESEALL-3920NO R T H CAROLINAONALITHOMAS E. TEA BO LAND SURVEY ORBLACK RIVER TOWNSHIP, HARNETT COUNTY, NORTH CAROLINAMAJOR SUBDIVISION PLATATHERSTONE SUBDIVISION FORPHASE 1LGI HOMES NC INCPIN: 0662-46-9202DB 3641, PG 879 PB 2018, PG 2531" = 60'30'60'0'60'REFERENCESDB 1270, PG 989DB 1025, PG 523DB 1554, PG 326DB 721, PG 258DB 1332, PG 916DB 1301, PG 147DB 900, PG 251DB 813, PG 479DB 801, PG 319DB 824, PG 242DB 985, PG 368DB 2913, PG 493DB 1087, PG 237DB 1087, PG 240DB 2710, PG 571DB 1567, PG 10DB 1620, PG 379DB 2116, PG 900DB 3335, PG 374DB 6E, PG 286DB 3641, PG 879DB 3072, PG 115DB 3757, PG 370PB 22, PG 4PB 2000, PG 561PB 2007, PG 1092PB 2018, PG 253PB 2019. PG 163PB 2019, PG 404RALEIGH, NCCHARLOTTE, NCCENTRAL VIRGINIABALTIMORE, MDWASHINGTON, DCNORTHERN VIRGINIASOUTHERN MARYLANDSOUTHEASTERN PAUPSTATE NEW YORKLEHIGH VALLEY, PAPHILADELPHIA/SOUTHERN NJWARREN, NJNEW YORK METROBOSTON, MAwww.bohlerengineering.com4130 PARKLAKE AVENUE, SUITE130 RALEIGH, NORTH CAROLINA27612 919.578.9000WESNC GRID (NAD 83-NSRS 2011)WESNCBELS:P-1132*SEE SHEET 14 FOR NOTES AND CERTIFICATIONS* *SEE SHEETS 10, 12, & 13 FOR CURVE TABLES**SEE SHEET 5,6 & 8 FOR LINE TABLES*AREA TABULATION (BY COORDINATE COMPUTATION):AREA IN PHASE 1: 5,464,604.57 SF /125.450 ACAREA IN LOTS: 3,707,398.20 SF /85.110 ACAREA IN OPEN SPACE:1,205,422.60 SF /27.673 ACAREA IN PUBLIC R/W :551,783.77 SF /12.667 ACTOTAL SITE AREA: 5,464,604.57 SF / 125.450 ACSETBACK TABLEPER CONSTRUCTION DRAWING:ZONING: RA-30FRONT YARD: 35'REAR YARD: 20'SIDE YARD: 10'CORNER SIDE YARD: 20'MAX BUILDING HEIGHT: 35'WATER METERWATER VALVEFIRE HYDRANTLEGENDLINE NOT SURVEYEDLINE SURVEYEDIPFIRON PIPE FOUNDIRFIRON REBAR FOUNDCOMPUTED POINTXXLOT NUMBERIRON REBAR SETWWATER LINE & SIZEWETLANDSX"FMFORCEMAIN LINE (4" ON ALL PIPES)SANITARY SEWER (8" ON ALL PIPES)SANITARY SEWER MANHOLE WWWWWW W W W W W W WWWWWWWW WWWWWWWWWWWWWWWWWFMFMFMFMFM FM FM FM FM FMFMWL64L63 L62TAVERNERS LANETAVERNERS LANES72°42'28"E 181.41'N16°47' 2 7 " E 6 0 . 9 2 ' N17°24 ' 4 2 " E 2 5 4 . 5 3 'S57°12'46"E 555.16' (TOTAL)N22° 4 1 ' 0 3 " E 2 5 0 . 0 0 ' N22°4 1 ' 0 3 " E 2 5 0 . 0 0 ' N22° 4 1 ' 0 3 " E 5 2 3 . 2 8 ' ( T O T A L )82.76'82.76'82.76'82.76'82.76'82.76'82.76'82.76'S22°4 1 ' 0 3 " W 2 5 2 . 5 6 ' S22° 4 1 ' 0 3 " W 2 5 2 . 5 6 ' S22°4 1 ' 0 3 " W 2 5 2 . 5 6 ' S22° 4 1 ' 0 3 " W 2 5 2 . 5 6 ' S22°4 1 ' 0 3 " W 2 5 2 . 5 6 'S67°18'57"E 773.58' (TOTAL)S67°18'59"E 1037.56' (TOTAL)S67°18'58"E 1037.55' (TOTAL)173.59'80.00'80.00'80.00'82.76'82.76'82.76'82.76'82.76'82.76'82.76'80.00'82.76'80.00' 80.00' 43.28' 80.00' 80.00' 80.00'L1667.44'98.84'50.00'76.68'456.32'S22° 4 1 ' 0 3 " W 2 5 2 . 5 6 ' S22°4 1 ' 0 3 " W 2 5 2 . 5 5 ' S30°25'52"W 249.11'N22°41'03"E 146.01' (TOTAL)C49 (TOTAL)C53 L19L14C51L18S22°41'03"W 472.41' (TOTAL)C43L13C44 (TOTAL)N22°41'03"E 371.51' (TOTAL)S47°53'03"E 250.00'N56°36'53"W 250.00'S65°20'44"E 250.00'C20(TOTAL)C63(TOTAL)N67°18'57"W 256.00'N67°18'57"W 256.00'N67°18'57"W 256.00'N67°18'57"W 256.00'N67°18'57"W 256.00'N67°18'57"W 256.00'153.90' (TOTAL)192.94'80.00'80.00'80.00'80.00'L1780.82'L15149.32'81.34'C159C155 N67°18'58"W 1037.55' (TOTAL)S57°12'46"E 555.16' (TOTAL)NEW 20'STORMDRAINAGEEASEMENTNEW 20'STORMDRAINAGEEASEMENTNEW 20'SANITARYEASEMENTN59°32'50"W 152.35' PUMP STATION 116,156 SF OR0.371 ACL52L53L54L55L56L57L58 L59L60L61 L66L67 L68L69L70 C165C166C167C168162.33'BARNSLEY ROADL98L99L101L100L102L103L104L105L106L107L108L109L110L111L112L113L114L115L116L117L118C177C178L119L120C179C181L121L122 L123C185L125L126L127C187C188L128L129L130L131L132L133L134L135 L139 L140L141NEWPUMP STATIONEASEMENTNEWPERMANENTEMERGENCYVEHICLETURNAROUNDEASEMENT80.00'NEW20' STORM DRAINAGEEASEMENT235.00'C80(TOTAL)L65L15 3 NEW 20'STORMDRAINAGEEASEMENTN30°37'32"E 249.08'L244 L245 C50(TOTAL)L124C183 S22°4 1 ' 0 3 " W 2 5 2 . 5 6 ' MAT C H L I N E SEE S H E E T 2 C18450.00'SANITARYEASEMENTMAT C H L I N E SEE S H E E T 2MATCHLINESEE SHEET 3MATCHLINESEE SHEET 7SEE SHEET 9MATCHLINE 10.44'S67°18'57"E 773.58' (TOTAL)SEE SHEET 7MATCHLINE S22° 4 1 ' 0 3 " W 2 5 2 . 5 6 ' C233N22°41'03"E 371.51' (TOTAL)LINE TABLELINEL161L162L163L164L165L166L167L168L169L170L171L172L173L174L175L176L177L178L179L180BEARINGS30° 06' 40"ES59° 46' 23"WS59° 56' 22"WN30° 06' 40"WS60° 06' 36"WS29° 53' 24"ES30° 21' 10"ES30° 21' 10"EN59° 38' 50"EN30° 11' 43"WS59° 38' 50"WN40° 20' 43"EN49° 39' 17"WS40° 20' 43"WN40° 20' 43"EN49° 39' 17"WS40° 20' 43"WN74° 59' 00"WS67° 01' 23"EN58° 53' 35"WDISTANCE24.28'7.19'17.35'24.27'17.25'24.32'69.35'63.95'7.10'63.95'7.27'2.42'20.00'2.46'9.54'20.00'9.58'71.28'55.00'69.80'LINE TABLELINEL181L182L183L184L185L186L187L188L189L190L191L192L193L194L195L196L197L198L199L200BEARINGN77° 56' 08"EN61° 08' 53"EN69° 16' 42"EN69° 16' 42"ES69° 16' 42"WN69° 16' 20"EN69° 16' 42"ES20° 44' 50"EN69° 15' 10"EN20° 44' 50"WN69° 16' 42"EN69° 16' 42"EN20° 43' 21"WN69° 16' 39"ES20° 43' 21"ES69° 16' 42"WN20° 43' 21"WS69° 16' 39"WS10° 51' 30"ES20° 43' 21"EDISTANCE69.87'69.80'55.00'13.78'20.00'1.03'20.00'2.96'20.00'2.95'10.00'10.00'17.00'20.00'17.00'20.00'4.00'20.00'69.81'4.00'LINE TABLELINEL201L202L203L204L205L206L207L208L209L210L211L212L213L214L215L216L217L218L219L220BEARINGS69° 16' 42"WS69° 16' 42"WN69° 16' 42"ES20° 43' 18"ES20° 43' 18"ES10° 50' 20"WS62° 44' 02"EN77° 31' 31"EN12° 28' 29"WS77° 31' 31"WN77° 31' 31"ES12° 28' 29"ES77° 31' 31"WN02° 43' 46"WS02° 43' 46"EN05° 24' 07"EN10° 51' 30"WS02° 43' 46"ES02° 43' 46"ES05° 24' 07"WDISTANCE45.32'10.00'10.00'74.74'69.56'19.11'14.94'17.09'20.00'17.09'3.90'20.00'3.89'9.39'23.63'69.78'69.81'55.02'54.98'69.78'LINE TABLELINEL221L222L223L224L225L226L227L228L229L230L231L232L233L234L235L236L237L238L239L240BEARINGN58° 24' 39"WS31° 35' 21"WS58° 24' 39"ES58° 24' 39"EN31° 35' 21"EN58° 24' 39"WN44° 32' 30"EN44° 32' 30"EN44° 32' 30"EN36° 24' 42"EN52° 40' 19"ES65° 12' 16"ES65° 12' 16"ES24° 46' 19"WS65° 13' 41"EN24° 46' 19"ES65° 12' 16"ES65° 12' 16"ES24° 46' 19"WN65° 13' 41"WDISTANCE17.31'20.00'16.89'4.13'20.00'3.66'55.00'55.00'13.18'69.80'69.80'2.20'20.00'16.00'20.00'16.00'9.93'10.07'3.00'20.00'LINE TABLELINEL241L242L243L244L245L246L247L248L249L250L251L252L254L255L256L257L258L259L260L261BEARINGN24° 46' 19"EN30° 10' 32"WS30° 10' 32"ES22° 41' 03"WS22° 41' 03"WS20° 43' 18"EN20° 44' 32"WN02° 36' 47"WN69° 16' 42"EN69° 16' 42"ES22° 52' 01"WS30° 21' 10"EN45° 27' 30"WN44° 32' 30"ES44° 32' 30"WN45° 27' 30"WS20° 43' 18"ES69° 16' 42"WN69° 16' 42"ES20° 43' 18"EDISTANCE3.00'169.65'172.45'62.74'45.11'58.46'88.62'150.07'36.89'17.94'149.91'35.07'24.00'30.00'30.02'24.00'24.00'44.94'45.06'24.00'LINE TABLELINEL262L263L264L265BEARINGN71° 18' 10"WN18° 41' 04"ES18° 41' 04"WN71° 18' 10"WDISTANCE24.00'34.18'34.21'24.01'FIELD DATEFILE NO.DATEDWG. NO.CREW CHIEFAPPROVEDSCALE1" = 60'OFREVIEWEDDRAWNNSR17203302/11/2018BPSBPSJT/TETTET814BOHLER ENGINEERING- ALL RIGHTS RESERVED.THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF BOHLER ENGINEERING, IS PROHIBITED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR VICINITY MAPNOT TO SCALESITENC 210 NC 2 1 0 NC 55SR-2215NC 401 SR-2215PRELIMINARY - NOT FOR RECORDATION, SALES OR CONVEYANCESOFR SSP ESEALL-3920NO R T H CAROLINAONALITHOMAS E. TEA BO LAND SURVEY ORBLACK RIVER TOWNSHIP, HARNETT COUNTY, NORTH CAROLINAMAJOR SUBDIVISION PLATATHERSTONE SUBDIVISION FORPHASE 1LGI HOMES NC INCPIN: 0662-46-9202DB 3641, PG 879 PB 2018, PG 2531" = 60'30'60'0'60'REFERENCESDB 1270, PG 989DB 1025, PG 523DB 1554, PG 326DB 721, PG 258DB 1332, PG 916DB 1301, PG 147DB 900, PG 251DB 813, PG 479DB 801, PG 319DB 824, PG 242DB 985, PG 368DB 2913, PG 493DB 1087, PG 237DB 1087, PG 240DB 2710, PG 571DB 1567, PG 10DB 1620, PG 379DB 2116, PG 900DB 3335, PG 374DB 6E, PG 286DB 3641, PG 879DB 3072, PG 115DB 3757, PG 370PB 22, PG 4PB 2000, PG 561PB 2007, PG 1092PB 2018, PG 253PB 2019. PG 163PB 2019, PG 404RALEIGH, NCCHARLOTTE, NCCENTRAL VIRGINIABALTIMORE, MDWASHINGTON, DCNORTHERN VIRGINIASOUTHERN MARYLANDSOUTHEASTERN PAUPSTATE NEW YORKLEHIGH VALLEY, PAPHILADELPHIA/SOUTHERN NJWARREN, NJNEW YORK METROBOSTON, MAwww.bohlerengineering.com4130 PARKLAKE AVENUE, SUITE130 RALEIGH, NORTH CAROLINA27612 919.578.9000WESNC GRID (NAD 83-NSRS 2011)WESNCBELS:P-1132*SEE SHEET 14 FOR NOTES AND CERTIFICATIONS* *SEE SHEETS 10, 12, & 13 FOR CURVE TABLES**SEE SHEET 5,6 & 8 FOR LINE TABLES*AREA TABULATION (BY COORDINATE COMPUTATION):AREA IN PHASE 1: 5,464,604.57 SF /125.450 ACAREA IN LOTS: 3,707,398.20 SF /85.110 ACAREA IN OPEN SPACE:1,205,422.60 SF /27.673 ACAREA IN PUBLIC R/W :551,783.77 SF /12.667 ACTOTAL SITE AREA: 5,464,604.57 SF / 125.450 ACSETBACK TABLEPER CONSTRUCTION DRAWING:ZONING: RA-30FRONT YARD: 35'REAR YARD: 20'SIDE YARD: 10'CORNER SIDE YARD: 20'MAX BUILDING HEIGHT: 35'WATER METERWATER VALVEFIRE HYDRANTLEGENDLINE NOT SURVEYEDLINE SURVEYEDIPFIRON PIPE FOUNDIRFIRON REBAR FOUNDCOMPUTED POINTXXLOT NUMBERIRON REBAR SETWWATER LINE & SIZEWETLANDSX"FMFORCEMAIN LINE (4" ON ALL PIPES)SANITARY SEWER (8" ON ALL PIPES)SANITARY SEWER MANHOLE05/05/2022 WWWWWW W W W W W W W WW WW W W W WWWW WW WW W W W W W W W WWWWWWWWWWWWWWFM F M F M F M FMFM FM FM FM FM FM FM F M FMFMFMFMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FMWS44°32'30"W 710.08' (TOTAL) L2 2 L148 NEW 20'STORMDRAINAGEEASEMENTS59°32'50"E 628.61' (TOTAL)50.00'76.68'82.19'84.08'182.04'N45°30'25"W 250.09'N45°30'25"W 250.16'S44°32'30"W 395.00' (TOTAL)C59(TOTAL)N45°27'30"W 249.93'N45°27'30"W 249.93'N45°05'31"W 249.93'N43°53'21"W 250.02'N42°41'21"W 250.22'N48°38'06"W 255.20'N48°49'48"W 272.55'N53°56'08"W 288.97'N58°12'01"W 296.07'N 4 7 ° 5 8 ' 1 3 " E 3 3 7 . 4 3 ' ( T O T A L )S40°19'00"E 258.44'S42°01'47"E 255.17'N42°01'47"W 251.77'N42°01'47"W 259.55'S32°04'16"W 369.79' (TOTAL) S 4 4 ° 3 2 ' 3 5 " W 4 7 2 . 8 7 ' ( T O T A L )N78°56'51"E 352.01 ' (TOTAL)N50°29'08"W 278.10'N60°17'20"W 281.71'S66°06'55"E 270.15'N51°47'07"W 256.72'N44°39'08"W 248.47'N26°19'03"W 263.55'N07°56'30"W 246.16'N10°23'35"E 2 8 1 . 3 8 ' N30 ° 2 5 ' 2 7 " E 2 4 9 . 1 4 ' S30 ° 2 5 ' 5 2 " W 2 4 9 . 1 1 ' N22° 4 1 ' 0 3 " E 1 4 6 . 0 1 ' ( T O T A L ) C49 ( T O T A L ) C53 L19L14C51S59°34'08"E 189.07' (TOTAL)L18 S22°4 1 ' 0 3 " W 4 7 2 . 4 1 ' ( T O T A L ) C5 4 ( T O T A L )C52 (TOTAL ) S47°58'13"W 337 . 4 3 ' ( T O T A L )N52°31'34"W 250.00'N61°17'24"W 251.10'N62°24'35"W 250.55'S62°20'10"E 249.21'N23°28'25"W 232.40'S27 ° 4 1 ' 3 6 " W 1 9 3 . 1 6 'S67°31'05"E 250.29'N67°18'57"W 250.37'C4 1 ( T O T A L )C42 (TOTAL )N59°34'08"W 189.07' (TOTAL)C43L13C44 (TOTAL)N22°4 1 ' 0 3 " E 3 7 1 . 5 1 ' ( T O T A L )C63(TOTAL)N67°18'57"W 256.00'N67°18'57"W 256.00'N67°18'57"W 256.00'C1 5 3 C15 4 C15679.95' 80.05'153.90' (TOTAL)80.00 ' 80.00 ' 80.00 ' 80.00'L17 80.82 ' 80.06'L15149.32'81.34'84.05'39.75'C130C129C128C127C 1 3 1 C1 2 6 C1 2 5 C124 C132 61.91 ' 58.86' 80.00' 88.00' L20 C13 3 C1 3 4 28 . 4 6 ' 9 5 . 4 3 ' 80 . 0 0 ' 80.00'80. 0 0 ' 80.00'80.00'95.00'82.86'82.67'80.00'80.00'68.18'83 . 6 5 ' 85 . 2 4 ' 71 . 9 0 '166.40'162.14 '23.47' 85 . 2 5 ' 46 . 7 2 ' L21 80.00'65.00'60.00'50.00'56.70'35.50'45.90' 41 . 8 3 ' 43 . 4 1 ' C158 C162 (TOTAL)1.27'85 . 1 8 ' S22° 4 2 ' 4 4 " W 1 6 0 . 0 0 ' ( T O T A L )NEW 20'STORMDRAINAGEEASEMENTL67 L68L69 L70C166C167C168BAR N S L E Y R O A D C H E D W O R T H D R I V E L107L112 L11 3 L114 L115L116 L117C177C178 L119 L120 L122 L123C185L125L126L12 7C187C188L128L129L130L131L132L133L134L135 L136L137L138 L139 L140L141L143L144L145 L146L147 C186 L149L150L151L152C189 L154L155L156 NEWPERMANENTEMERGENCYVEHICLETURNAROUNDEASEMENTC219C220L228L229L230 80.00 'N67°20'32"W 250.33'L142NEW 20'STORMDRAINAGEEASEMENTNEW 20'STORMDRAINAGEEASEMENTN30 ° 3 7 ' 3 2 " E 2 4 9 . 0 8 'C50(TOTAL)L124 C1 8 3NEW 20'STORMDRAINAGEEASEMENTL251 ( T O T A L )C18450.00'MAT C H L I N E SEE S H E E T 8MATCHLINESEE SHEET 7MATCHLINESEE SHEET 10SEE SHEET 10MATCHLINE S E E S H E E T 1 1 M A T C H L I N E 10.44'S E E SH E E T 7MA T CH L I N E 24 2 . 3 2 ' S44°32'30"W 710.08' (TOTAL)S45°27'57"E 1219.18' (TOTAL)411.84'C42 ( T O T A L )N38°31'40"W 250.47'N50°24'06"E200.31'(TOTAL)C23 3 85 . 2 4 ' N22° 4 1 ' 0 3 " E 3 7 1 . 5 1 ' ( T O T A L ) N22° 5 2 ' 0 1 " E 1 4 9 . 9 1 ' ( T O T A L )FIELD DATEFILE NO.DATEDWG. NO.CREW CHIEFAPPROVEDSCALE1" = 60'OFREVIEWEDDRAWNNSR17203302/11/2018BPSBPSJT/TETTET914BOHLER ENGINEERING- ALL RIGHTS RESERVED.THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF BOHLER ENGINEERING, IS PROHIBITED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR VICINITY MAPNOT TO SCALESITENC 210 NC 2 1 0 NC 55SR-2215NC 401 SR-2215PRELIMINARY - NOT FOR RECORDATION, SALES OR CONVEYANCESOFR SSP ESEALL-3920N O R T H CAROLINAONALITHOMAS E. TEA BO LAND SURVEY ORBLACK RIVER TOWNSHIP, HARNETT COUNTY, NORTH CAROLINAMAJOR SUBDIVISION PLATATHERSTONE SUBDIVISION FORPHASE 1LGI HOMES NC INCPIN: 0662-46-9202DB 3641, PG 879 PB 2018, PG 253REFERENCESDB 1270, PG 989DB 1025, PG 523DB 1554, PG 326DB 721, PG 258DB 1332, PG 916DB 1301, PG 147DB 900, PG 251DB 813, PG 479DB 801, PG 319DB 824, PG 242DB 985, PG 368DB 2913, PG 493DB 1087, PG 237DB 1087, PG 240DB 2710, PG 571DB 1567, PG 10DB 1620, PG 379DB 2116, PG 900DB 3335, PG 374DB 6E, PG 286DB 3641, PG 879DB 3072, PG 115DB 3757, PG 370PB 22, PG 4PB 2000, PG 561PB 2007, PG 1092PB 2018, PG 253PB 2019. PG 163PB 2019, PG 404RALEIGH, NCCHARLOTTE, NCCENTRAL VIRGINIABALTIMORE, MDWASHINGTON, DCNORTHERN VIRGINIASOUTHERN MARYLANDSOUTHEASTERN PAUPSTATE NEW YORKLEHIGH VALLEY, PAPHILADELPHIA/SOUTHERN NJWARREN, NJNEW YORK METROBOSTON, MAwww.bohlerengineering.com4130 PARKLAKE AVENUE, SUITE130 RALEIGH, NORTH CAROLINA27612 919.578.9000WESNC GRID (NAD 83-NSRS 2011)WESNCBELS:P-11321" = 60'30'60'0'60'*SEE SHEET 14 FOR NOTES AND CERTIFICATIONS* *SEE SHEETS 10, 12, & 13 FOR CURVE TABLES**SEE SHEET 5,6 & 8 FOR LINE TABLES*AREA TABULATION (BY COORDINATE COMPUTATION):AREA IN PHASE 1: 5,464,604.57 SF /125.450 ACAREA IN LOTS: 3,707,398.20 SF /85.110 ACAREA IN OPEN SPACE:1,205,422.60 SF /27.673 ACAREA IN PUBLIC R/W :551,783.77 SF /12.667 ACTOTAL SITE AREA: 5,464,604.57 SF / 125.450 ACSETBACK TABLEPER CONSTRUCTION DRAWING:ZONING: RA-30FRONT YARD: 35'REAR YARD: 20'SIDE YARD: 10'CORNER SIDE YARD: 20'MAX BUILDING HEIGHT: 35'WATER METERWATER VALVEFIRE HYDRANTLEGENDLINE NOT SURVEYEDLINE SURVEYEDIPFIRON PIPE FOUNDIRFIRON REBAR FOUNDCOMPUTED POINTXXLOT NUMBERIRON REBAR SETWWATER LINE & SIZEWETLANDSX"FMFORCEMAIN LINE (4" ON ALL PIPES)SANITARY SEWER (8" ON ALL PIPES)SANITARY SEWER MANHOLE05/05/2022 W W W W W W WW WW W W W W W W W W W W W W W W W WWWWWWWWWWWWWW WWW WWFMFMFMFMFMFMFM FM F M F M F M F MN86°50'56"E 250.15'N87°16'14"E 235.54'64.40'112.12'N38°31'40"W 250.47'N87°19'59"E 234.99'N87°19'59"E 235.10'N87°16'14"E 250.10'N87°16'14"E 250.09'N87°16'14"E 250.08'N87°16'14"E 250.04'S89°57'22"E 250.90'S87°16'08"W 194.02'C26 (TOTAL)C27C28 (TOTAL)N02°43'46"W 364.97' (TOTAL)N02°53'05"W50.00'N02°43'23"W 245.13' (TOTAL)N02°41'59"W 80.00'C29(TOT A L )85.13'80.00'80.00'N02°41'53"W 174.54' (TOTAL)S16°55' 0 2 " W 50.62'C55C5 6 C57 ( T O T A L )N48°43'32"W 250.00'S4 4 ° 3 2 ' 3 0 " W 3 9 5 . 0 0 ' ( T O T A L )N42°41'21"W 250.22'N48°38'06"W 255.20'N48°49'48"W 272.55'N53°56'08"W 288.97'N58°12'01"W 296.07'N66°00'31"W 291.27'N72°55'38"W 273.27'N87°53'20"E89.94'N 5 0 ° 2 4 ' 0 6 " E 2 0 0 . 3 1 ' ( T O T A L )S02°43'46"E 365.06' (TOTAL)C47 (TOTAL)C46(TOTAL)N87°19'59"E 105.69' (TOTAL)C48S03°39'27"E 250.03'S40°19'00"E 258.44'S42°01'47"E 255.17'N42°01'47"W 251.77'N42°01'47"W 259.55'S32 ° 0 4 ' 1 6 " W 3 6 9 . 7 9 ' ( T O T A L )N50°29'08"W 278.10'N60°17'20"W 281.71'S87°19'59"W 105.61'C40 (TO TA L ) S 4 7 ° 5 8 ' 1 3 "W 3 3 7 . 4 3 ' ( T O T A L ) C3 9(T O T A L )C30(TOTAL)81.50'78.61'56.17'80 . 0 0 ' 8 0 . 0 0 ' 80 . 0 0 ' 8 0 . 0 0 ' 8 2 . 0 0 ' 68 . 9 6 ' C 1 3 5C1 3 6C137 26.69'79.00'235.88'80.00'80.00'80.00'54.58'C106C107 117.00'12.18'C110 C111 C115 C11 2 C1 1 3 C1 1 4 C 1 1 6 72 . 5 2 ' 72 . 9 7 ' 80 . 0 0 ' 88 . 7 7 ' L21 80.0 0 ' 65. 0 0 ' 60.0 0 ' 50. 0 0 ' 56. 7 0 ' 35. 5 0 ' 4 5 . 9 0 ' 8 0 . 0 7 ' 7 4 . 3 4 'N02°43'46"W 134.87' (TOTAL)C109C10892.13'82.41'N29°47'23"W 242.20'COLESHILL ROADCH E D W O R T H D R I V EL199L214L215L216L217L218L219L220C205C206C207C208C209C210C211C212 C213C214C2 1 5 C2 1 6L221L22 2L223 L224L225L226NEW 20'STORMDRAINAGEEASEMENTSEE SHEET 11MATCHLINEMATCHLINESEE SHEET 6L248 (TOTAL)NEW 20'STORMDRAINAGEEASEMENTCO L E S H I L L R O A DMA TC H L IN E S E E SH E E T 7 SEE SHEET 9MATCHLINEM A T C H L I N E SE E S H E E T 9 SEE SHEET 11MATCHLINES4 4 ° 3 2 ' 3 0 " W 7 1 0 . 0 8 ' ( T O T A L )MATCHLINESEE SHEET 6N50°24'06"E200.31'(TOTAL)15.40'N86°45'50"E 250.19'S21°13'58"E 373.36' (TOTAL)CURVE TABLECURVEC1C2C3C4C5C6C7C8C9C10C11C12C13C14C15C16C17C18C19C20RADIUS750.00'15.00'250.00'650.00'250.00'15.00'200.00'15.00'400.01'400.00'25.00'50.00'450.00'15.00'199.97'775.00'15.00'225.00'525.00'15.00'LENGTH358.00'21.43'143.92'276.91'231.05'23.59'184.84'23.54'172.20'114.92'30.77'218.63'323.50'28.78'100.55'496.02'23.56'98.39'232.26'23.56'CHORD BEARINGN46°12'58"ES10°45'11"WN35°11'22"EN46°38'11"EN86°12'25"EN75°13'22"WN86°12'25"EN14°46'38"EN42°34'13"WN63°08'01"WS73°22'16"WS16°37'44"EN50°46'12"WS85°08'32"EN33°08'41"EN48°41'17"WS22°01'23"ES35°30'16"WN35°21'30"ES67°41'02"WCHORD354.61'19.65'141.94'274.82'222.92'21.23'178.33'21.20'170.87'114.53'28.87'81.65'316.58'24.56'99.49'487.59'21.21'97.61'230.37'21.21'DELTA027°20'58"081°51'26"032°59'04"024°24'31"052°57'13"090°05'40"052°57'13"089°54'20"024°39'54"016°27'41"070°31'44"250°31'44"041°11'20"109°55'59"028°48'33"036°40'13"090°00'00"025°03'20"025°20'53"089°59'58"TANGENT182.48'13.01'74.02'140.59'124.52'15.02'99.62'14.98'87.45'57.86'17.68'70.71'169.09'21.40'51.36'256.84'15.00'50.00'118.06'15.00'CURVE TABLECURVEC21C22C23C24C25C26C27C28C29C30C31C32C33C34C35C36C37C38C39C40RADIUS775.00'200.00'725.00'15.00'779.73'225.00'15.01'525.00'15.00'15.00'525.00'275.00'15.00'250.00'15.00'475.00'511.75'511.75'15.00'250.00'LENGTH340.22'152.54'464.01'23.56'239.55'54.16'23.05'96.37'23.58'23.55'164.94'120.26'23.56'190.67'23.56'149.23'256.46'134.47'23.58'171.75'CHORD BEARINGN35°27'21"EN88°52'21"WN48°41'17"WN24°16'27"ES11°35'15"EN85°50'03"WN34°55'03"WS02°31'46"WN42°18'06"EN47°41'54"WS11°43'47"ES35°30'16"WN67°58'37"EN88°52'21"WS65°43'33"ES11°43'47"ES80°26'55"WN77°40'01"WS42°18'06"WN67°39'06"ECHORD337.50'148.87'456.13'21.21'238.61'54.03'20.85'96.24'21.22'21.20'164.26'119.30'21.21'186.08'21.21'148.61'253.78'134.09'21.22'168.39'DELTA025°09'10"043°41'55"036°40'13"090°00'29"017°36'09"013°47'34"088°01'02"010°31'04"090°03'45"089°56'15"018°00'01"025°03'20"090°00'00"043°41'55"089°59'31"018°00'01"028°42'46"015°03'20"090°03'45"039°21'46"TANGENT172.90'80.19'240.27'15.00'120.73'27.21'14.50'48.32'15.02'14.98'83.15'61.11'15.00'100.24'15.00'75.23'130.98'67.63'15.02'89.42'FIELD DATEFILE NO.DATEDWG. NO.CREW CHIEFAPPROVEDSCALE1" = 60'OFREVIEWEDDRAWNNSR17203302/11/2018BPSBPSJT/TETTET1014BOHLER ENGINEERING- ALL RIGHTS RESERVED.THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF BOHLER ENGINEERING, IS PROHIBITED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR VICINITY MAPNOT TO SCALESITENC 210 NC 2 1 0 NC 55SR-2215NC 401 SR-2215PRELIMINARY - NOT FOR RECORDATION, SALES OR CONVEYANCESOFR SSP ESEALL-3920NO R T H CAROLINAONALITHOMAS E. TEA BO LAND SURVEY ORBLACK RIVER TOWNSHIP, HARNETT COUNTY, NORTH CAROLINAMAJOR SUBDIVISION PLATATHERSTONE SUBDIVISION FORPHASE 1LGI HOMES NC INCPIN: 0662-46-9202DB 3641, PG 879 PB 2018, PG 2531" = 60'30'60'0'60'REFERENCESDB 1270, PG 989DB 1025, PG 523DB 1554, PG 326DB 721, PG 258DB 1332, PG 916DB 1301, PG 147DB 900, PG 251DB 813, PG 479DB 801, PG 319DB 824, PG 242DB 985, PG 368DB 2913, PG 493DB 1087, PG 237DB 1087, PG 240DB 2710, PG 571DB 1567, PG 10DB 1620, PG 379DB 2116, PG 900DB 3335, PG 374DB 6E, PG 286DB 3641, PG 879DB 3072, PG 115DB 3757, PG 370PB 22, PG 4PB 2000, PG 561PB 2007, PG 1092PB 2018, PG 253PB 2019. PG 163PB 2019, PG 404RALEIGH, NCCHARLOTTE, NCCENTRAL VIRGINIABALTIMORE, MDWASHINGTON, DCNORTHERN VIRGINIASOUTHERN MARYLANDSOUTHEASTERN PAUPSTATE NEW YORKLEHIGH VALLEY, PAPHILADELPHIA/SOUTHERN NJWARREN, NJNEW YORK METROBOSTON, MAwww.bohlerengineering.com4130 PARKLAKE AVENUE, SUITE130 RALEIGH, NORTH CAROLINA27612 919.578.9000WESNC GRID (NAD 83-NSRS 2011)WESNCBELS:P-1132*SEE SHEET 14 FOR NOTES AND CERTIFICATIONS* *SEE SHEETS 10, 12, & 13 FOR CURVE TABLES**SEE SHEET 5,6 & 8 FOR LINE TABLES*AREA TABULATION (BY COORDINATE COMPUTATION):AREA IN PHASE 1: 5,464,604.57 SF /125.450 ACAREA IN LOTS: 3,707,398.20 SF /85.110 ACAREA IN OPEN SPACE:1,205,422.60 SF /27.673 ACAREA IN PUBLIC R/W :551,783.77 SF /12.667 ACTOTAL SITE AREA: 5,464,604.57 SF / 125.450 ACSETBACK TABLEPER CONSTRUCTION DRAWING:ZONING: RA-30FRONT YARD: 35'REAR YARD: 20'SIDE YARD: 10'CORNER SIDE YARD: 20'MAX BUILDING HEIGHT: 35'WATER METERWATER VALVEFIRE HYDRANTLEGENDLINE NOT SURVEYEDLINE SURVEYEDIPFIRON PIPE FOUNDIRFIRON REBAR FOUNDCOMPUTED POINTXXLOT NUMBERIRON REBAR SETWWATER LINE & SIZEWETLANDSX"FMFORCEMAIN LINE(4" ON ALL PIPES)SANITARY SEWER(8" ON ALL PIPES)SANITARY SEWERMANHOLE05/05/2022 WW WW W WW W W WW W W W WW W WW WWWWWWWWWWWWWWWWWWWWWS4 4 ° 3 2 ' 3 0 " W 7 1 0 . 0 8 ' ( T O T A L ) L2 2N48°43'32"W 250.00'N45°27'30"W 249.47'N45°27'30"W 250.02'N45°30'25"W 250.09'N45°30'25"W 250.16'S45°27'30"E 613.94' (TOTAL)N45°27'26"W 260.84'N44°11'07"E 2 0 5 . 4 6 ' ( T O T A L ) N 4 4 ° 2 9 ' 3 5 " E 2 4 8 . 7 1 ' ( T O T A L )C58 (TOTAL)N 4 4 ° 3 2 ' 3 4 " E 2 4 8 . 7 1 ' N 4 4 ° 3 2 ' 3 0 " E 2 4 8 . 7 1 ' N44°32'30"E 2 4 8 . 7 0 ' N28°51'45"E 235.94'S65°12'16"E 239.92' (TOTAL)C61 (TOTAL)S4 4 ° 3 2 ' 3 0 " W 3 9 5 . 0 0 ' ( T O T A L ) C59 (TOTAL) N 4 4 ° 3 2 ' 3 0 " E 2 5 0 . 3 3 ' N 4 4 ° 3 2 ' 3 2 " E 2 5 0 . 0 1 ' N 4 4 ° 3 2 ' 3 4 " E 2 5 0 . 0 3 ' N 4 4 ° 3 2 ' 3 4 " E 2 5 0 . 0 4 ' N 4 4 ° 3 2 ' 3 4 " E 2 5 0 . 0 5 ' N 4 4 ° 3 2 ' 3 4 " E 2 5 0 . 0 6 'N45°01'36"E 250.08'S 4 4 ° 3 2 ' 3 0 "W 2 3 5 . 0 9 ' ( T O T A L )N45°27'30"W 613.94' (TOTAL)C60(TOTAL )S45°27'57"E 1219.18' (TOTAL)C62 (TOTAL)S45°25'56"E 249.94'N45°27'30"W 249.93'N45°27'30"W 249.93'N45°05'31"W 249.93'N43°53'21"W 250.02'N42°41'21"W 250.22'N48°38'06"W 255.20'N48°49'48"W 272.55'S4 4 ° 3 2 ' 3 5 " W 4 7 2 . 8 7 ' ( T O T A L )N78°56'51"E 352.01 ' (TOTAL)N44°39'08"W 248.47'N26°19'03"W 263.55'N07°56'30"W 246.16'C1 1 3 C1 1 4 C 1 1 6 72 . 5 2 ' 72 . 9 7 ' 80 . 0 0 ' 88 . 7 7 ' 95 . 0 0 ' 82 . 8 6 ' 82 . 6 7 ' 80 . 0 0 ' 80 . 0 0 '68.18'83 . 6 5 ' 85 . 2 9 '411.84'85 . 2 4 ' 71 . 9 0 '162.14'23.47' 85 . 2 5 ' 46 . 7 2 ' L21 50.00'43.00'82.52'80.00'80.00'80.00'80.00'80.00'80.00'92.25'80.00' (TOTAL)C122C121C120C12366.42'55.46'80.00'81.75'80.50'80.00'80.00'80.50'80.50'80.00'235.23'80.00'80.41'67.12'83 . 3 9 ' 82 . 6 7 ' 82 . 6 5 ' 88 . 7 7 ' 116.69'80.50'C117C11841 . 8 3 ' 43 . 4 1 ' 85 . 2 4 '80.72'L2385 . 1 8 'N45°27'26"W 260.84' (TOTAL)80.50'CO L E S H I L L R O A D IVY BANK DRIVEC214C2 1 5 C2 1 6L221L22 2L223 L226L2 2 7C217C218C219C220L2 2 8 L2 2 9 L2 3 0 L 2 3 1 L232L233L235L236 L237L238L239L240L241NEW 20'STORMDRAINAGEEASEMENTN4 4 ° 3 2 ' 3 2 " E 2 5 0 . 0 2 'MATCHLINESEE SHEET 10NEW 20'STORMDRAINAGEEASEMENTSTORMDRAINAGEEASEMENTNEW 20'CO L E S H I L L R O A D M A T C H L I N E S E E S H E E T 9MATCHLINESEE SHEET 10S E E S H E E T 1 2MA T C H L I N E IVY BANK DRIVENEWPERMANENTEMERGENCYVEHICLETURNAROUNDEASEMENTC223L2 5 5L254 L2 5 6L257 C22214.45'33 . 4 9 ' 3 3 . 4 8 '37.00'37.00'24 2 . 3 2 ' S4 4 ° 3 2 ' 3 0 " W 7 1 0 . 0 8 ' ( T O T A L ) SEE SHEET 12MATCHLINE S45°27'57"E 1219.18' (TOTAL)S45°27'30"E 613.94' (TOTAL)S45°27'57"E 1219.18' (TOTAL)85 . 2 4 'N45°27'30"W 613.94' (TOTAL)FIELD DATEFILE NO.DATEDWG. NO.CREW CHIEFAPPROVEDSCALE1" = 60'OFREVIEWEDDRAWNNSR17203302/11/2018BPSBPSJT/TETTET1114BOHLER ENGINEERING- ALL RIGHTS RESERVED.THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF BOHLER ENGINEERING, IS PROHIBITED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR VICINITY MAPNOT TO SCALESITENC 210 NC 2 1 0 NC 55SR-2215NC 401 SR-2215PRELIMINARY - NOT FOR RECORDATION, SALES OR CONVEYANCESO FR SSP ESEALL-3920NO R T H CAROLINAONALITHOMAS E. TE A BO LAND SURVEY ORBLACK RIVER TOWNSHIP, HARNETT COUNTY, NORTH CAROLINAMAJOR SUBDIVISION PLATATHERSTONE SUBDIVISION FORLGI HOMES NC INCPIN: 0662-46-9202DB 3641, PG 879 PB 2018, PG 253PHASE 11" = 60'30'60'0'60'REFERENCESDB 1270, PG 989DB 1025, PG 523DB 1554, PG 326DB 721, PG 258DB 1332, PG 916DB 1301, PG 147DB 900, PG 251DB 813, PG 479DB 801, PG 319DB 824, PG 242DB 985, PG 368DB 2913, PG 493DB 1087, PG 237DB 1087, PG 240DB 2710, PG 571DB 1567, PG 10DB 1620, PG 379DB 2116, PG 900DB 3335, PG 374DB 6E, PG 286DB 3641, PG 879DB 3072, PG 115DB 3757, PG 370PB 22, PG 4PB 2000, PG 561PB 2007, PG 1092PB 2018, PG 253PB 2019. PG 163PB 2019, PG 404RALEIGH, NCCHARLOTTE, NCCENTRAL VIRGINIABALTIMORE, MDWASHINGTON, DCNORTHERN VIRGINIASOUTHERN MARYLANDSOUTHEASTERN PAUPSTATE NEW YORKLEHIGH VALLEY, PAPHILADELPHIA/SOUTHERN NJWARREN, NJNEW YORK METROBOSTON, MAwww.bohlerengineering.com4130 PARKLAKE AVENUE, SUITE130 RALEIGH, NORTH CAROLINA27612 919.578.9000WESNC GRID (NAD 83-NSRS 2011)WESNCBELS:P-1132*SEE SHEET 14 FOR NOTES AND CERTIFICATIONS* *SEE SHEETS 10, 12, & 13 FOR CURVE TABLES**SEE SHEET 5,6 & 8 FOR LINE TABLES*AREA TABULATION (BY COORDINATE COMPUTATION):AREA IN PHASE 1: 5,464,604.57 SF /125.450 ACAREA IN LOTS: 3,707,398.20 SF /85.110 ACAREA IN OPEN SPACE:1,205,422.60 SF /27.673 ACAREA IN PUBLIC R/W :551,783.77 SF /12.667 ACTOTAL SITE AREA: 5,464,604.57 SF / 125.450 ACSETBACK TABLEPER CONSTRUCTION DRAWING:ZONING: RA-30FRONT YARD: 35'REAR YARD: 20'SIDE YARD: 10'CORNER SIDE YARD: 20'MAX BUILDING HEIGHT: 35'WATER METERWATER VALVEFIRE HYDRANTLEGENDLINE NOT SURVEYEDLINE SURVEYEDIPFIRON PIPE FOUNDIRFIRON REBAR FOUNDCOMPUTED POINTXXLOT NUMBERIRON REBAR SETWWATER LINE & SIZEWETLANDSX"FMFORCEMAIN LINE (4" ON ALL PIPES)SANITARY SEWER (8" ON ALL PIPES)SANITARY SEWER MANHOLE05/05/2022 WWWWWWWWWWWWWWWWWWS45°27'30"E 613.94' (TOTAL)N45°27'26"W 260.84'N 4 4 ° 2 9 ' 3 5 " E 2 4 8 . 7 1 ' ( T O T A L )C58 (TOTAL)N 4 4 ° 3 2 ' 3 4 " E 2 4 8 . 7 1 ' N 4 4 ° 3 2 ' 3 0 " E 2 4 8 . 7 1 ' N 4 4 ° 3 2 ' 3 0 " E 2 4 8 . 7 0 ' N28 ° 5 1 ' 4 5 " E 2 3 5 . 9 4 ' N24°47'55"E 164.19' (TOTAL)S65°12'16"E 239.92' (TOTAL)C61 (TOTAL)N24°39'35"E 300.00' (TOTAL)S65°12'16"E 2275.01' (TOTAL)N65°12'16"W240.00' (TOTAL)N24° 3 9 ' 3 5 " E 2 5 0 . 0 0 ' N24° 3 9 ' 3 5 " E 2 5 0 . 0 0 ' N24° 4 0 ' 5 0 " E 2 5 0 . 0 0 ' N 4 4 ° 3 2 ' 3 0 " E 2 5 0 . 3 3 ' N 4 4 ° 3 2 ' 3 2 " E 2 5 0 . 0 1 ' N4 4 ° 3 2 ' 3 4 " E 2 5 0 . 0 3 ' N 4 4 ° 3 2 ' 3 4 " E 2 5 0 . 0 4 'N45°27'30"W 613.94' (TOTAL)C62 (TOTAL)80.00'80.00'79.99'77.84'91.84'80.09'80.00'80.00'250.00'50.00'147.67'80.00'80.00'92.25'80.00' (TOTAL)C122C121C120C12366.42'55.46'80.00'81.75'80.50'80.00'80.00'80.50'80.50'80.00'235.23'80.00'83 . 3 9 ' 82 . 6 7 '80.50'C117C118C119L231943.08'N45°27'26"W 260.84' (TOTAL)80.50'IVY BANK DRIVEL232L233L234L235L236 L237L238L239L240L241N 4 4 ° 3 2 ' 3 2 " E 2 5 0 . 0 2 'NEW 20'STORMDRAINAGEEASEMENTNEW 20'SANITARYEASEMENTNEW 20'STORMDRAINAGEEASEMENTMA T C H L I N E S E E S H E E T 1 1 IVY BANK DRIVE100' SANITARYSEWEREASEMENTPB 2018 PG 25329.37'15.00'20.00'35.64'S45°27'57"E 1219.18' (TOTAL)S45°27'30"E 613.94' (TOTAL)MA T CH L I N E S E E S H E E T 1 1 N45°27'30"W 613.94' (TOTAL)CURVE TABLECURVEC61C62C63C64C65C66C67C68C69C70C71C72C73C74C75C76C77C78C79C80RADIUS225.00'275.00'15.00'250.00'250.00'650.00'650.00'650.00'250.00'250.00'250.00'200.00'200.00'50.00'50.00'50.00'450.00'450.00'450.00'525.00'LENGTH77.54'94.78'23.56'100.25'43.67'146.47'92.67'37.76'108.04'105.01'18.00'95.28'89.56'128.14'80.07'10.42'51.84'85.75'185.91'18.04'CHORD BEARINGN55°19'53"WN55°19'53"WS22°18'58"EN40°11'38"EN23°42'06"EN52°23'07"EN41°50'44"EN36°05'48"EN72°06'38"ES83°28'31"ES69°22'44"ES80°57'53"EN72°33'30"ES68°28'37"ES50°49'05"WN77°20'02"WN68°03'52"WN59°18'20"WN42°00'40"WN23°40'08"ECHORD77.16'94.31'21.21'99.58'43.62'146.16'92.60'37.76'107.20'104.24'18.00'94.39'88.81'95.84'71.79'10.40'51.81'85.62'184.59'18.04'DELTA019°44'47"019°44'47"090°00'02"022°58'33"010°00'31"012°54'39"008°10'08"003°19'44"024°45'39"024°04'03"004°07'31"027°17'49"025°39'24"146°49'57"091°45'27"011°56'19"006°36'00"010°55'05"023°40'15"001°58'09"TANGENT39.16'47.86'15.00'50.81'21.89'73.55'46.42'18.89'54.88'53.29'9.00'48.56'45.54'167.90'51.56'5.23'25.95'43.01'94.30'9.02'CURVE TABLECURVEC81C82C83C84C85C86C87C88C89C90C91C92C93C94C95C96C97C98C99C100RADIUS525.00'525.00'525.00'775.00'775.00'775.00'775.00'775.00'725.00'725.00'725.00'725.00'725.00'725.00'1025.00'1025.00'1025.00'779.73'779.73'779.73'LENGTH80.00'80.00'54.22'143.54'157.20'86.80'86.80'21.68'42.77'144.53'29.51'85.70'80.76'12.35'114.80'114.80'28.67'107.28'118.13'14.14'CHORD BEARINGN29°01'07"EN37°44'58"EN45°04'25"EN61°43'02"WN50°36'01"WN41°34'52"WN35°09'50"WN31°09'15"WN32°02'33"WN39°26'37"WN51°43'33"WN56°16'42"WN62°51'22"WN66°32'07"WN41°34'52"WN35°09'50"WN31°09'15"WS16°26'49"ES08°09'54"ES03°18'20"ECHORD79.92'79.92'54.20'143.34'156.93'86.76'86.75'21.68'42.76'144.29'29.51'85.65'80.72'12.35'114.74'114.74'28.67'107.20'118.02'14.14'DELTA008°43'51"008°43'51"005°55'03"010°36'43"011°37'18"006°25'02"006°25'02"001°36'09"003°22'47"011°25'20"002°19'56"006°46'22"006°22'58"000°58'33"006°25'02"006°25'02"001°36'09"007°53'00"008°40'49"001°02'20"TANGENT40.08'40.08'27.13'71.98'78.87'43.45'43.45'10.84'21.39'72.51'14.76'42.90'40.42'6.17'57.46'57.46'14.34'53.73'59.18'7.07'CURVE TABLECURVEC41C42C43C44C45C46C47C48C49C50C51C52C53C54C55C56C57C58C59C60RADIUS275.00'200.00'275.00'15.00'475.00'15.00'475.00'200.00'275.00'15.00'225.00'250.00'226.91'225.00'275.00'15.00'525.00'563.35'15.00'15.00'LENGTH120.49'340.56'37.18'23.56'210.14'23.55'391.89'137.40'35.80'23.56'30.42'425.70'29.36'98.58'12.28'22.26'258.58'232.54'23.56'23.56'CHORD BEARINGN35°25'07"ES71°38'57"WS63°26'32"EN22°18'57"WN35°21'30"ES47°41'54"ES20°54'22"WN67°39'06"ES26°24'48"WN67°41'03"ES63°26'32"ES71°38'57"WS26°25'23"WN35°25'07"EN79°56'15"WN58°49'54"ES30°25'55"WS33°00'34"EN00°27'30"WN89°32'30"ECHORD119.53'300.88'37.15'21.21'208.43'21.20'380.87'134.72'35.77'21.21'30.40'376.10'29.34'97.79'12.28'20.27'255.97'230.89'21.21'21.21'DELTA025°06'12"097°33'51"007°44'49"090°00'00"025°20'53"089°56'15"047°16'17"039°21'46"007°27'30"090°00'00"007°44'49"097°33'51"007°24'53"025°06'12"002°33'29"085°01'09"028°13'10"023°39'01"090°00'00"090°00'00"TANGENT61.23'228.31'18.62'15.00'106.82'14.98'207.87'71.54'17.92'15.00'15.23'285.39'14.70'50.09'6.14'13.75'131.97'117.95'15.00'15.00'FIELD DATEFILE NO.DATEDWG. NO.CREW CHIEFAPPROVEDSCALE1" = 60'OFREVIEWEDDRAWNNSR17203302/11/2018BPSBPSJT/TETTET1214BOHLER ENGINEERING- ALL RIGHTS RESERVED.THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF BOHLER ENGINEERING, IS PROHIBITED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR VICINITY MAPNOT TO SCALESITENC 210 NC 2 1 0 NC 55SR-2215NC 401 SR-2215PRELIMINARY - NOT FOR RECORDATION, SALES OR CONVEYANCESO FR SSP ESEALL-3920NO R T H CAROLINAONALITHOMAS E. TE A BO LAND SURVEY OR BLACK RIVER TOWNSHIP, HARNETT COUNTY, NORTH CAROLINAMAJOR SUBDIVISION PLATATHERSTONE SUBDIVISION FORLGI HOMES NC INCPIN: 0662-46-9202DB 3641, PG 879 PB 2018, PG 253PHASE 1REFERENCESDB 1270, PG 989DB 1025, PG 523DB 1554, PG 326DB 721, PG 258DB 1332, PG 916DB 1301, PG 147DB 900, PG 251DB 813, PG 479DB 801, PG 319DB 824, PG 242DB 985, PG 368DB 2913, PG 493DB 1087, PG 237DB 1087, PG 240DB 2710, PG 571DB 1567, PG 10DB 1620, PG 379DB 2116, PG 900DB 3335, PG 374DB 6E, PG 286DB 3641, PG 879DB 3072, PG 115DB 3757, PG 370PB 22, PG 4PB 2000, PG 561PB 2007, PG 1092PB 2018, PG 253PB 2019. PG 163PB 2019, PG 404RALEIGH, NCCHARLOTTE, NCCENTRAL VIRGINIABALTIMORE, MDWASHINGTON, DCNORTHERN VIRGINIASOUTHERN MARYLANDSOUTHEASTERN PAUPSTATE NEW YORKLEHIGH VALLEY, PAPHILADELPHIA/SOUTHERN NJWARREN, NJNEW YORK METROBOSTON, MAwww.bohlerengineering.com4130 PARKLAKE AVENUE, SUITE130 RALEIGH, NORTH CAROLINA27612 919.578.9000WESNC GRID (NAD 83-NSRS 2011)WESNCBELS:P-11321" = 60'30'60'0'60'*SEE SHEET 14 FOR NOTES AND CERTIFICATIONS* *SEE SHEETS 10, 12, & 13 FOR CURVE TABLES**SEE SHEET 5,6 & 8 FOR LINE TABLES*AREA TABULATION (BY COORDINATE COMPUTATION):AREA IN PHASE 1: 5,464,604.57 SF /125.450 ACAREA IN LOTS: 3,707,398.20 SF /85.110 ACAREA IN OPEN SPACE:1,205,422.60 SF /27.673 ACAREA IN PUBLIC R/W :551,783.77 SF /12.667 ACTOTAL SITE AREA: 5,464,604.57 SF / 125.450 ACSETBACK TABLEPER CONSTRUCTION DRAWING:ZONING: RA-30FRONT YARD: 35'REAR YARD: 20'SIDE YARD: 10'CORNER SIDE YARD: 20'MAX BUILDING HEIGHT: 35'WATER METERWATER VALVEFIRE HYDRANTLEGENDLINE NOT SURVEYEDLINE SURVEYEDIPFIRON PIPE FOUNDIRFIRON REBAR FOUNDCOMPUTED POINTXXLOT NUMBERIRON REBAR SETWWATER LINE & SIZEWETLANDSX"FMFORCEMAIN LINE (4" ON ALL PIPES)SANITARY SEWER (8" ON ALL PIPES)SANITARY SEWER MANHOLE05/05/2022 CURVE TABLECURVEC101C102C103C104C105C106C107C108C109C110C111C112C113C114C115C116C117C118C119C120RADIUS525.00'525.00'525.00'475.00'475.00'525.00'525.00'225.00'225.00'475.00'475.00'475.00'475.00'475.00'525.00'525.00'563.35'563.35'563.35'225.00'LENGTH75.40'80.00'9.54'43.83'105.39'25.42'70.95'16.11'38.05'112.82'90.00'90.00'82.00'17.07'228.64'29.94'62.79'53.29'116.46'15.97'CHORD BEARINGS16°36'55"ES08°08'08"ES03°14'59"ES05°22'24"ES14°22'24"ES01°20'33"ES03°54'59"WN80°59'21"WN87°53'08"WS04°04'30"WS16°18'27"WS27°09'48"WS37°32'13"WS43°30'44"WS28°47'54"WS42°54'29"WS41°38'30"ES35°44'19"ES27°06'24"EN63°10'16"WCHORD75.34'79.92'9.53'43.82'105.18'25.42'70.90'16.11'38.01'112.56'89.87'89.87'81.90'17.07'226.83'29.94'62.76'53.27'116.25'15.97'DELTA008°13'44"008°43'51"001°02'26"005°17'14"012°42'46"002°46'27"007°44'37"004°06'11"009°41'23"013°36'32"010°51'22"010°51'22"009°53'28"002°03'33"024°57'08"003°16'03"006°23'10"005°25'10"011°50'40"004°04'01"TANGENT37.77'40.08'4.77'21.93'52.91'12.71'35.53'8.06'19.07'56.68'45.14'45.14'41.10'8.54'116.16'14.97'31.43'26.66'58.44'7.99'CURVE TABLECURVEC121C122C123C124C125C126C127C128C129C130C131C132C133C134C135C136C137C138C139C140RADIUS225.00'275.00'275.00'250.00'250.00'250.00'250.00'250.00'250.00'200.00'200.00'200.00'275.00'275.00'250.00'250.00'250.00'511.75'511.75'511.75'LENGTH61.57'81.20'13.58'18.09'80.00'80.00'80.18'80.00'87.43'153.43'165.70'21.44'68.95'51.54'11.05'79.99'80.72'79.55'159.94'16.97'CHORD BEARINGN53°17'52"WN56°44'45"WN46°52'21"WS24°56'24"WS36°10'50"WS54°30'54"WS72°52'13"WN88°46'28"WN69°35'17"WN81°32'44"WS52°44'35"WS25°56'16"WN30°03'00"EN42°36'06"EN49°14'10"EN59°40'06"EN78°05'01"ES70°32'43"WS83°57'05"WN86°08'42"WCHORD61.38'80.90'13.58'18.09'79.66'79.66'79.84'79.66'86.99'149.69'161.00'21.43'68.77'51.46'11.05'79.65'80.37'79.47'159.29'16.97'DELTA015°40'45"016°55'03"002°49'43"004°08'46"018°20'05"018°20'05"018°22'33"018°20'05"020°02'17"043°57'12"047°28'10"006°08'29"014°21'57"010°44'14"002°31'55"018°19'56"018°29'55"008°54'21"017°54'24"001°54'01"TANGENT30.98'40.90'6.79'9.05'40.34'40.34'40.44'40.34'44.17'80.71'87.94'10.73'34.66'25.84'5.52'40.34'40.71'39.85'80.63'8.49'CURVE TABLECURVEC141C142C143C144C145C146C147C148C149C150C151C152C153C154C155C156C157C158C159C160RADIUS250.00'250.00'250.00'250.00'275.00'275.00'475.00'475.00'475.00'525.00'525.00'775.00'525.00'525.00'775.00'525.00'1025.00'525.00'775.00'775.00'LENGTH22.75'80.00'80.00'7.92'74.70'45.56'66.12'110.01'34.01'36.26'61.07'118.10'50.43'52.79'118.10'4.98'258.27'14.95'24.01'80.03'CHORD BEARINGS71°53'07"WS83°39'35"WN78°00'20"WN67°55'51"WS30°45'30"WS43°17'10"WN44°02'39"EN33°25'17"EN24°44'07"EN45°59'29"EN40°40'49"EN37°45'02"EN34°35'45"EN28°57'49"EN29°01'11"EN24°10'45"EN37°34'16"WN25°16'02"EN23°46'01"EN45°04'27"ECHORD22.74'79.66'79.66'7.92'74.47'45.51'66.07'109.77'34.00'36.26'61.04'117.98'50.41'52.77'117.98'4.98'257.59'14.95'24.01'79.99'DELTA005°12'51"018°20'05"018°20'05"001°48'54"015°33'46"009°29'33"007°58'34"013°16'12"004°06'08"003°57'27"006°39'54"008°43'51"005°30'12"005°45'40"008°43'51"000°32'38"014°26'13"001°37'55"001°46'29"005°54'59"TANGENT11.38'40.34'40.34'3.96'37.58'22.83'33.12'55.25'17.01'18.14'30.57'59.16'25.23'26.42'59.16'2.49'129.82'7.48'12.00'40.05'CURVE TABLECURVEC161C162C163C164C165C166C167C168C169C170C171C172C173C174C175C176C177C178C179C180RADIUS525.00'525.00'475.00'475.00'26.00'26.00'26.00'26.00'15.00'15.00'15.00'15.00'15.00'15.00'15.00'15.00'15.00'15.00'15.00'15.00'LENGTH200.55'19.94'27.19'20.00'13.61'15.72'13.61'10.81'5.21'18.33'18.05'10.73'3.08'18.35'18.33'5.26'5.23'18.33'5.24'18.33'CHORD BEARINGN37°01'36"EN24°59'43"ES09°39'24"ES12°30'09"ES44°51'27"EN77°10'38"WS74°51'27"EN47°57'04"WN49°46'56"EN04°49'45"ES64°38'40"EN60°23'20"ES45°47'44"WS04°52'01"WN65°10'31"WS69°46'39"WS57°19'06"ES12°19'05"EN77°18'59"WS57°41'02"WCHORD199.33'19.94'27.18'20.00'13.46'15.48'13.46'10.73'5.18'17.21'16.98'10.51'3.08'17.23'17.21'5.23'5.21'17.21'5.21'17.21'DELTA021°53'14"002°10'33"003°16'46"002°24'45"030°00'00"034°38'23"030°00'00"023°48'45"019°53'46"070°00'35"068°56'16"040°59'43"011°46'20"070°05'06"069°59'58"020°05'42"019°59'45"070°00'16"020°00'00"069°59'58"TANGENT101.51'9.97'13.60'10.00'6.97'8.11'6.97'5.48'2.63'10.51'10.30'5.61'1.55'10.52'10.50'2.66'2.64'10.50'2.64'10.50'CURVE TABLECURVEC181C182C183C184C185C186C187C188C189C190C191C192C193C194C195C196C197C198C199C200RADIUS525.00'525.00'15.00'15.00'15.00'225.00'15.00'15.00'275.00'775.00'775.00'725.00'725.00'15.00'15.00'15.00'15.00'250.00'15.00'15.00'LENGTH9.90'8.15'18.33'1.97'3.27'9.49'5.23'18.33'10.36'57.26'20.00'48.39'20.00'18.33'5.23'5.23'18.33'4.64'18.32'5.24'CHORD BEARINGN23°13'27"EN24°12'31"EN57°41'11"ES83°33'17"ES73°33'25"EN24°04'30"EN57°19'05"WN12°19'05"WN23°56'46"EN46°54'22"WN49°45'43"WN47°04'01"WN49°46'10"WN77°58'28"EN32°58'28"ES12°58'45"WS32°01'15"ES73°57'40"WS75°44'15"ES30°44'30"ECHORD9.89'8.15'17.21'1.97'3.26'9.49'5.21'17.21'10.36'57.24'20.00'48.38'20.00'17.21'5.21'5.21'17.21'4.64'17.20'5.22'DELTA001°04'48"000°53'21"070°00'17"007°30'48"012°28'56"002°24'58"019°59'43"070°00'17"002°09'29"004°13'59"001°28'43"003°49'28"001°34'50"070°00'17"019°59'43"019°59'43"070°00'17"001°03'46"069°58'06"020°01'25"TANGENT4.95'4.07'10.50'0.98'1.64'4.74'2.64'10.50'5.18'28.64'10.00'24.21'10.00'10.50'2.64'2.64'10.50'2.32'10.50'2.65'CURVE TABLECURVEC201C202C203C204C205C206C207C208C209C210C211C212C213C214C215C216C217C218C219C220RADIUS15.00'15.00'525.00'525.00'15.00'15.00'15.00'15.00'15.00'15.00'15.00'15.00'475.00'475.00'525.00'525.00'15.00'15.00'15.00'15.00'LENGTH5.24'18.33'10.01'9.99'18.33'5.22'18.33'5.25'5.22'18.33'18.33'5.25'7.21'12.80'20.01'67.64'18.33'5.23'5.23'18.33'CHORD BEARINGN10°43'40"WN34°16'34"ES11°57'17"ES13°02'46"EN37°44'01"WN82°42'08"WS32°16'16"WS77°18'08"WS82°42'08"ES37°44'01"EN32°16'16"EN77°18'08"ES32°09'24"WS33°21'48"WS32°48'04"WS37°35'01"WN79°32'39"ES55°27'21"EN35°27'38"WN09°32'22"ECHORD5.21'17.21'10.01'9.99'17.21'5.19'17.21'5.23'5.19'17.21'17.21'5.23'7.21'12.80'20.00'67.59'17.21'5.21'5.21'17.21'DELTA020°00'14"070°00'15"001°05'33"001°05'25"070°00'29"019°55'46"070°00'04"020°03'41"019°55'46"070°00'29"070°00'04"020°03'41"000°52'10"001°32'38"002°11'00"007°22'54"070°00'17"019°59'43"019°59'43"070°00'17"TANGENT2.65'10.50'5.01'5.00'10.50'2.64'10.50'2.65'2.64'10.50'10.50'2.65'3.60'6.40'10.00'33.87'10.50'2.64'2.64'10.50'CURVE TABLECURVEC221C222C223C224C225C226C227RADIUS720.00'26.00'26.00'26.00'26.00'26.00'26.00'LENGTH337.27'13.61'13.62'13.61'13.61'13.62'13.61'CHORD BEARINGS46°28'17"WN30°27'16"WN60°27'16"WS05°43'18"ES35°43'18"EN56°17'47"WN86°17'47"WCHORD334.19'13.46'13.46'13.46'13.46'13.46'13.45'DELTA026°50'19"029°59'32"030°00'28"030°00'00"030°00'00"030°00'47"029°59'14"TANGENT171.79'6.96'6.97'6.97'6.97'6.97'6.96'FIELD DATEFILE NO.DATEDWG. NO.CREW CHIEFAPPROVEDSCALE1" = 60'OFREVIEWEDDRAWNNSR17203302/11/2018BPSBPSJT/TETTET1314BOHLER ENGINEERING- ALL RIGHTS RESERVED.THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF BOHLER ENGINEERING, IS PROHIBITED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR VICINITY MAPNOT TO SCALESITENC 210 NC 2 1 0 NC 55SR-2215NC 401 SR-2215PRELIMINARY - NOT FOR RECORDATION, SALES OR CONVEYANCESOFR SSP ESEALL-3920NO R T H CAROLINAONALITHOMAS E. TEA BO LAND SURVEY ORBLACK RIVER TOWNSHIP, HARNETT COUNTY, NORTH CAROLINAMAJOR SUBDIVISION PLATATHERSTONE SUBDIVISION FORLGI HOMES NC INCPIN: 0662-46-9202DB 3641, PG 879 PB 2018, PG 253PHASE 1REFERENCESDB 1270, PG 989DB 1025, PG 523DB 1554, PG 326DB 721, PG 258DB 1332, PG 916DB 1301, PG 147DB 900, PG 251DB 813, PG 479DB 801, PG 319DB 824, PG 242DB 985, PG 368DB 2913, PG 493DB 1087, PG 237DB 1087, PG 240DB 2710, PG 571DB 1567, PG 10DB 1620, PG 379DB 2116, PG 900DB 3335, PG 374DB 6E, PG 286DB 3641, PG 879DB 3072, PG 115DB 3757, PG 370PB 22, PG 4PB 2000, PG 561PB 2007, PG 1092PB 2018, PG 253PB 2019. PG 163PB 2019, PG 404RALEIGH, NCCHARLOTTE, NCCENTRAL VIRGINIABALTIMORE, MDWASHINGTON, DCNORTHERN VIRGINIASOUTHERN MARYLANDSOUTHEASTERN PAUPSTATE NEW YORKLEHIGH VALLEY, PAPHILADELPHIA/SOUTHERN NJWARREN, NJNEW YORK METROBOSTON, MAwww.bohlerengineering.com4130 PARKLAKE AVENUE, SUITE130 RALEIGH, NORTH CAROLINA27612 919.578.9000WESNC GRID (NAD 83-NSRS 2011)WESNCBELS:P-1132*SEE SHEET 14 FOR NOTES AND CERTIFICATIONS* *SEE SHEETS 10, 12, & 13 FOR CURVE TABLES**SEE SHEET 5,6 & 8 FOR LINE TABLES*AREA TABULATION (BY COORDINATE COMPUTATION):AREA IN PHASE 1: 5,464,604.57 SF /125.450 ACAREA IN LOTS: 3,707,398.20 SF /85.110 ACAREA IN OPEN SPACE:1,205,422.60 SF /27.673 ACAREA IN PUBLIC R/W :551,783.77 SF /12.667 ACTOTAL SITE AREA: 5,464,604.57 SF / 125.450 ACSETBACK TABLEPER CONSTRUCTION DRAWING:ZONING: RA-30FRONT YARD: 35'REAR YARD: 20'SIDE YARD: 10'CORNER SIDE YARD: 20'MAX BUILDING HEIGHT: 35'05/05/2022 FIELD DATEFILE NO.DATEDWG. NO.CREW CHIEFAPPROVEDSCALE1" = 60'OFREVIEWEDDRAWNNSR17203302/11/2018BPSBPSJT/TETTET1414BOHLER ENGINEERING- ALL RIGHTS RESERVED.THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF BOHLER ENGINEERING, IS PROHIBITED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR VICINITY MAPNOT TO SCALEBLACK RIVER TOWNSHIP, HARNETT COUNTY, NORTH CAROLINASURVEYOR CERTIFICATIONI, THOMAS E. TEABO, PLS, HEREBY CERTIFY THAT THIS PLAT WAS DRAWNUNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MYSUPERVISION, FROM DEED AND MAP REFERENCES AS NOTED ON SAID MAP;THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWNFROM INFORMATION FROM DEED AND MAP REFERENCES AS NOTED ON SAIDMAP.THAT THE RATIO OF PRECISION OF THE SURVEY AS CALCULATED IS 1: 10,000+,THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINESPLOTTED FROM INFORMATION OF RECORD; THAT THIS MAP WAS PREPARED INACCORDANCE WITH G.S. 47-30 AS AMENDED.I HEREBY CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROMAN ACTUAL GPS SURVEY MADE UNDER MY SUPERVISION AND THE FOLLOWINGINFORMATION WAS USED TO PERFORM THE SURVEY:(1)CLASS OF SURVEY: "CLASS A"(2)POSITIONAL ACCURACY: 0.04'(3)TYPE OF GPS FIELD PROCEDURE: REAL-TIMEKINEMATICNETWORKS-NCVRS(4)DATES OF SURVEY: OCTOBER 1, 2017 - FEBRUARY 11, 2018(5)DATUM/EPOCH: NAD 83 (2011) EPOCH 2010.00(6)PUBLISHED/FIXED-CONTROL USE: NCVRS(7)GEOID MODEL: 2012 (CONUS)(8)COMBINED GRID FACTOR(S): 0.999870565(9)UNITS: US SURVEY FEETTHIS IS SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF ACOUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATESPARCELS OF LAND.WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER AND AND SEAL THIS 5THDAY OF MAY A.D., 2022.SURVEYORNC L-3920OFR SSP ESEALL-3920NO R T H CAROLINAONALITHOMAS E. TEA BO LAND SURVEY OR SITENC 210 NC 2 1 0 NC 55SR-2215NC 401 SR-2215DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSPROPOSED SUBDIVISION ROAD MINIMUM CONSTRUCTION STANDARDS CERTIFICATIONTHE ROADS INDICATED ON THIS PLAT ARE DESIGNED TO THE DEPARTMENT'S MINIMUMCONSTRUCTION STANDARDS. THE ROADS MUST BE CONSTRUCTED TO THESE STANDARDS, PAVEDAND IN AN ACCEPTABLE STATE OF MAINTENANCE AT THE TIME THAT THEY ARE ACCEPTED ONTOTHE STATE SYSTEM. ALL RESPONSIBILITY FOR THE ROADS REMAIN WITH THE OWNER OF THEPROPERTY, HIS HEIRS, OR ASSIGNS UNTIL SUCH A TIME AS THE ROADS ARE ACCEPTED FORMAINTENANCE BY THE BOARD OF TRANSPORTATION.APPROVED ______________________________________DISTRICT ENGINEERDATE _______________________PRELIMINARY - NOT FOR RECORDATION, SALES OR CONVEYANCESNOTES:1.THE FIRM HAS RELIED UPON A TITLE REPORT FURNISHED BY CHICAGOTITLE INSURANCE COMPANY COMMITMENT NUMBER: 17-21357CH, DATED10/31/17 AT 8:00 AM, WHILE AND IN PREPARING THIS SURVEY. THESURVEYOR IS NOT RESPONSIBLE FOR ANY TITLE EXCEPTIONS NOTDISCLOSED BY THE REFERENCED TITLE REPORT.2.AREAS COMPUTED BY COORDINATE METHOD.3.PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS-OF-WAY,EASEMENTS AND RESTRICTIONS OF RECORD.4.ALL DISTANCES SHOWN ON SURVEY ARE HORIZONTAL GROUNDDISTANCES UNLESS OTHERWISE NOTED.5.NC GRID COORDINATES (NAD83) OBTAINED BY USING GPS, PER THENCVRS NETWORK.6.BASIS OF BEARING SHOWN HEREON IS NC GRID (NAD 83 NSRS 2011).7.THE PROPERTY SHOWN HEREON IS LOCATED IN FLOODZONE "ZONE X",AREA OF MINIMAL FLOODING, PER FLOOD INSURANCE RATE MAP3720064200J, PANEL 0642 EFFECTIVE DATE OCTOBER 3, 2006. AND PERFLOOD INSURANCE RATE MAP 3720066200J PANEL 0662 EFFECTIVE DATEOCTOBER 3, 2006.8.NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY THISSURVEY.9."PHASE I ENVIRONMENTAL SITE ASSESSMENT" DATED: AUGUST 18, 2017"SUMMARY OF GEOTECHNICAL EVALUATION" DATED: AUGUST 11, 2017,SUMMIT ENGINEERING, 120 PENMARC DRIVE, SUITE 108, ANGIER, NORTHCAROLINA 27603, PHONE: (919) 380-999110.TOTAL LOTS: 169 (EXCLUDING OPEN SPACE)11.1.33 LOTS PER ACRE12.LAND USE CLASSIFICATION = MEDIUM DENSITY RESIDENTIAL13.INDIVIDUAL LOT OWNERS ARE RESPONSIBLE FOR THE MAINTENANCE OFDRAINAGE EASEMENTS ON THEIR LOTS.14.MAINTENANCE OF THE MAIL KIOSK(S) SHALL BE THE RESPONSIBILITY OFTHE HOME OWNERS ASSOCIATION.15.MAINTENANCE OF STREETSCAPE BUFFERS AND OPEN SPACES SHALL BETHE RESPONSIBILITY OF THE HOME OWNERS ASSOCIATION.16.SIDEWALKS AND STREET TREES ARE TO BE MAINTAINED BY THEHOMEOWNERS ASSOCIATION ("HOA"), PROPERTY OWNERS ASSOCIATION("POA"), CONDOMINIUM OWNER'S ASSOCIATION ("COA"), OR ANY OTHERASSOCIATION RESPONSIBLE FOR THE MAINTENANCE AND/OR UPKEEP OFTHE RESIDENTIAL COMMUNITY. SIDEWALKS OR STREET TREEINSTALLATIONS THAT ARE DAMAGED AND/OR REMOVED BY HARNETTCOUNTY/DEPARTMENT OF PUBLIC UTILITIES/HARNETT REGIONAL WATEROR ITS REPRESENTATIVES, AGENTS, OR CONTRACTORS AS A RESULT OFREPAIR/MAINTENANCE OF THE PUBLIC WATER AND/OR SEWER LINE WILLBE REPLACED OR REPAIRED BY THE HOMEOWNERS ASSOCIATION ("HOA"),PROPERTY OWNERS ASSOCIATION ("POA"), CONDOMINIUM OWNER'SASSOCIATION ("COA"), OR ANY OTHER ASSOCIATION RESPONSIBLE FORTHE MAINTENANCE AND/OR UPKEEP OF THE RESIDENTIAL COMMUNITY17.THE STREET LIGHTING WILL COMPLY WITH SECTION 7.3 OF THE HARNETTCOUNTY UDO.18.FIRE HYDRANTS WILL BE PRESENT IN ACCORDANCE WITH SECTION 6.4 OFTHE HARNETT COUNTY UDO.19.SUBDIVISION INTERIOR ROADS ARE 20' IN WIDTH.20.A CERTIFIED FOUNDATION SURVEY OR SETBACK VERIFICATION SURVEY ISREQUIRED TO BE SUBMITTED AT THE COMPLETION OF FOUNDATIONCONSTRUCTION.21.THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLLUNTARYAGRICULTURAL DISTRICT.22.SINGS WILL BE PLACED AT LEAST 20' FROM THE INTERSECTIONRIGHT-OF-WAYS AND A SEPERATE PERMIT WILL BE REQUIRED BEFORECONSTRUCTION.23.THERE SHALL BE NO LAND DISTURBANCE WITHIN ANY DESIGNATEDWETLANDS AREAS ON-SITE.24.NC HIGHWAY 210 N IS ON THE NCDOT THOROUGHFARE PLAN AS WELL ASHARNETT COUNTY'S COMPREHENSIVE TRANSPORTATION PLAN.25.THE NEW LOTS OF THIS DEVELOPMENT ARE ALSO SUBJECT TO THE HOADOCUMENTS AND COVENANTS RECORDED IN DEED BOOK _______ PAGE_______.26.THE LINEAR FEET OF ROADS IS AS FOLLOWS:ROYAL MEADOW DRIVE1,771'COLESHILL ROAD2,220'BARNSLEY ROAD1,671'TAVERNERS LANE2,040'WARWICK DRIVE796'CHEDWORTH COURT1,852'IVY BANK COURT980'NEW HILLS STREET53'27.SEE DEED BOOK 4119 PAGE 690 FOR ROAD SIGN MAINTENANCEAGREEMENT28.STREETSCAPE OR ANY OTHER REQUIRED BUFFER CANNOT BE REMOVED.MAJOR SUBDIVISION PLATATHERSTONE SUBDIVISION FORPHASE 1SITE DATA TABLE:OWNER/DEVELOPERLGI HOMES, INC.3037 SHERMAN DR.LANCASTER, SC 29720CONTACT - BOBBY MACNAUGHTON(844)-566-4300SITE ADDRESS:5135 STATE HIGHWAY 210, ANGIER, NC 27501ZONING: RA-30NUMBER OF LOTS IN PHASE 1: 169 (NOT INCLUDINGOPEN SPACE AREAS)1.33 LOTS PER ACREOPEN SPACEREQUIRED OPEN SPACE: 10%PROPOSED OPEN SPACE: (AC.) 27.3 (21.5%)WATERSHED:NEILLS CREEK (CAPE FEAR RIVER) (LILLINGTON)(WS-IV)SETBACK REQUIREMENTSRA-30FRONT YARD: 35'REAR YARD: 25'SIDE YARD: 10'CORNER SIDE YARD: 20'MAX BUILDING HEIGHT: 35'PROPOSED MINIMUM LOT SIZE: (SF) 20,000PROPOSED MINIMUM LOT WIDTH: (FT) 80HARNETT COUNTY, NORTH CAROLINAFILED FOR REGISTRATION ON THE ______ DAY OF _______ AT _____ (AM / PM) AND DULYRECORDED IN MAP BOOK ______ AT PAGE _____________________________________________REGISTER OF DEEDS OF HARNETT COUNTYNOTARY STATEMENTSTATE OF _______________COUNTY OF _______________I CERTIFY THAT THE FOLLOWING PERSON(S) PERSONALLY APPEARED BEFORE ME THIS DAY,EACH ACKNOWLEDGING TO ME THAT HE OR SHE VOLUNTARILY SIGNED THE FOREGOINGDOCUMENT FOR THE PURPOSE STATED THEREIN AND IN THE CAPACITYINDICATED:_________________DATE: _______________, 2021 _____________________________________________________PRINTED NAME: ______________________MY COMMISSION EXPIRES: _______________LGI HOMES NC INCPIN: 0662-46-9202DB 3641, PG 879 PB 2018, PG 253REFERENCESDB 1270, PG 989DB 1025, PG 523DB 1554, PG 326DB 721, PG 258DB 1332, PG 916DB 1301, PG 147DB 900, PG 251DB 813, PG 479DB 801, PG 319DB 824, PG 242DB 985, PG 368DB 2913, PG 493DB 1087, PG 237DB 1087, PG 240DB 2710, PG 571DB 1567, PG 10DB 1620, PG 379DB 2116, PG 900DB 3335, PG 374DB 6E, PG 286DB 3641, PG 879DB 3072, PG 115DB 3757, PG 370PB 22, PG 4PB 2000, PG 561PB 2007, PG 1092PB 2018, PG 253PB 2019. PG 163PB 2019, PG 404RALEIGH, NCCHARLOTTE, NCCENTRAL VIRGINIABALTIMORE, MDWASHINGTON, DCNORTHERN VIRGINIASOUTHERN MARYLANDSOUTHEASTERN PAUPSTATE NEW YORKLEHIGH VALLEY, PAPHILADELPHIA/SOUTHERN NJWARREN, NJNEW YORK METROBOSTON, MAwww.bohlerengineering.com4130 PARKLAKE AVENUE, SUITE130 RALEIGH, NORTH CAROLINA27612 919.578.9000NCBELS:P-1132WES *SEE SHEETS 10, 12, & 13 FOR CURVE TABLES**SEE SHEET 5,6 & 8 FOR LINE TABLES*STATE OF NORTH CAROLINACOUNTY OF HARNETTI, ______________________________ REVIEW OFFICER OF HARNETT COUNTY, CERTIFY THAT THEMAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTSFOR RECORDING.___________________________________________________________________REVIEW OFFICERDATEPUBLIC PLAT DECLARATIONALL ROADS IN THIS SUBDIVISION ARE HEREBY DECLARED PUBLIC. THE MAINTENANCE OF ALLSTREETS AND ROADS IN THIS SUBDIVISION SHALL BE THE RESPONSIBILITY OF_____________________ AND IT SHALL BE THEIR RESPONSIBILITY TO BRING SUCH STREETS UP TOSTANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE ANY STREETSON THIS PLAT ARE ADDED INTO THE NORTH CAROLINA STATE HIGHWAY SYSTEM. IF THE DISTRICTENGINEER HAS NOT RECOMMENDED THAT THE N.C. DEPARTMENT OF TRANSPORTATION ACCEPTMAINTENANCE RESPONSIBILITY FOR THE REQUIRED PUBLIC ROAD IMPROVEMENTS BY THE TIMETHAT THE COUNTY HAS ISSUED BUILDING PERMITS FOR SEVENTY-FIVE PERCENT (75%) OF THELOTS SHOWN ON THE RECORD PLAT, THE COUNTY SHALL NOT ISSUE ANY MORE BUILDINGPERMITS UNTIL THE DISTRICT ENGINEER MAKES SUCH A RECOMMENDATION AND FORMALLYNOTIFIES THE SUBDIVISION ADMINISTRATOR.I, HEREBY CERTIFY THAT THE DEVELOPMENT DEPICTED HEREON HAS BEEN GRANTED FINALAPPROVAL BY THE HARNETT COUNTY DEVELOPMENT REVIEW BOARD OF THE REGULATIONS SETFORTH BY E-911 ADDRESSING, ENVIRONMENTAL HEALTH, FIRE MARSHALL, PLANNING AND PUBLICUTILITIES OF HARNETT COUNTY, NORTH CAROLINA, SUBJECT TO RECORDATION IN THE HARNETTCOUNTY OFFICE OF REGISTER OF DEEDS WITHIN THIRTY DAYS OF THE DATE BELOW.APPROVED _____________________________________ DATE _________________DEVELOPMENT REVIEW CHAIRMANCERTIFICATE OF IMPROVEMENTS MAINTENANCEI HEREBY CERTIFY THAT I ASSUME ALL FINANCIAL AND LEGAL RESPONSIBILITIES FOR THEMAINTENANCE AND UPKEEP OF ALL STREETS AND OTHER REQUIRED IMPROVEMENTS IN THEATHERSTONE SUBDIVISION UNTIL SUCH TIME THAT THEY ARE ACCEPTED FOR MAINTENANCE BYTHE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION OR OTHER APPROPRIATE PUBLICENTITIES.____________________________________________DATEOWNER'S SIGNATUREI HEREBY CERTIFY THAT STORMWATER CONVEYANCE AND CONTROL MEASURES HAVE BEENCOMPLETED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS TO THE BEST OFOUR ABILITIES. DUE CARE AND DILIGENCE WERE USED IN OBSERVATION AND CONSTRUCTIONSUCH THAT CONSTRUCTION WAS OBSERVED TO BE BUILT WITHIN SUBSTANTIAL COMPLIANCE OFTHE PERMIT AND OTHER SUPPORTING MATERIALS.____________________________________________DATEOWNER'S SIGNATUREAS THE OWNER OF RECORD, I HEREBY FORMALLY CONSENT TO THE PROPOSED DEVELOPMENTSHOWN ON THIS PLAN AND ALL REGULATIONS AND REQUIREMENTS OF THE HARNETT COUNTYORDINANCES.____________________________________________DATEOWNER'S SIGNATUREI HEREBY CERTIFY THAT THE HARNETT COUNTY DEVELOPMENT REVIEW BOARD APPROVES ORAPPROVES WITH CONDITIONS THIS PRELIMINARY PLAT AND AUTHORIZES THE DESIGN ANDCONSTRUCTION OF UTILITIES AND INFRASTRUCTURE IN ACCORDANCE WITH ALL FEDERAL, STATEAND LOCAL GOVERNMENT REGULATIONS AND EXPIRATION PERIODS THAT APPLY.____________________________________________________DEVELOPMENT REVIEW BOARD CHAIRMANDATECERTIFICATE OF OWNERSHIP AND DEDICATIONI HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY SHOWN AND DESCRIBED HEREON,WHICH IS LOCATED IN THE SUBDIVISION JURISDICTION OF HARNETT COUNTY, NORTH CAROLINAAND THAT I HEREBY ADOPT THIS PLAN OF THE SUBDIVISION WITH MY FREE CONSENT ANDESTABLISH MINIMUM BUILDING SETBACK LINES AS NOTED. I FURTHER CERTIFY THAT I HAVE NOTBEEN INVOLVED AS AN OWNER, LEASER, OPTION HOLDER OR HAD ANY LEGAL OR EQUITABLEINTEREST IN ANY PROPERTY ADJACENT TO OR LOCATED DIRECTLY ACROSS A STREET,EASEMENT, ROAD RIGHT-OF-WAY FROM THE PROPERTY SHOWN AND DESCRIBED HEREON.____________________________________________DATEOWNER'S SIGNATUREAREA TABULATION (BY COORDINATE COMPUTATION):AREA IN PHASE 1: 5,464,604.57 SF /125.450 ACAREA IN LOTS: 3,707,398.20 SF /85.110 ACAREA IN OPEN SPACE:1,205,422.60 SF /27.673 ACAREA IN PUBLIC R/W :551,783.77 SF /12.667 ACTOTAL SITE AREA: 5,464,604.57 SF / 125.450 AC05/05/2022